HomeMy WebLinkAboutBLOUNTS COMPLETE HOME SERVICE MACH ACADEMY IMPROVEMENTS FOR FLEMING TENNIS CENTER
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PROJECTMA,NUAL
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MACH ACADEMY IMPROVEMENTS
for
FLEMING TENNIS CENTER
18S0 CHESTER AVENUE, AUGUSTA, GEORGIA 30906
PROJECT NUMBER CDBG #07037
OWNER
AUGUSTA RICHMOND COUNTY HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
'925 LANEY WALKER BL VD, ZVD FLOOR
AUGUSTA, GA30901
a
GRANT RECIPIENT
MACH ACADEMY, INC.
1850 CHESTER AVENUE
AUGUSTA, GEORGIA 30906
ARCHITECT
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2KM Architects" Inc.
2275 Wrightsboro Road
Augusta, GA 30904
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
925 LANEY-WALKER BOULEVARD ,?D FLoOR
AUGUSTA, GA 30901
PHONE (706) 821-1797 FAX (706) 821-1784
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BLOUNTS COMPLETE HOME SERVrCESr INC.
Jimmy BIa\Jf1{
CEO
2907-C Tobacco ROM
Heptulboh. GA 30815
P'>Or>e (706) '~3-00W
I-' ax (l06) 793,2~(J6
Em..;I; t>hQ!1l'=S<:fYi~"~ill~
EXTENSION REQUEST
MACH Academy
1850 Chesler Avenue
Augusta, Georgia 30900-2527
This,is to serve as.:;l written request for project compl'etion date e~n&ion for the project at Mach Academy.
!8t50 ~h~r Avenue, Augusta, GA_ ~Q90~2527.The project is currently delayed due to failure ofpl:Jos and
permits being approved before the original projected date of exmstruction, 7 April 2008. The new date for
construction beginning is 21 April 2008_ Due to these delays, tile estim<lted d:3te of completion should be
moved two weeks from the original date of completion. The new estimate<J date of completion is now 20
October 2008.
Respectfully,
omplete Home Services
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~"~~Ql{!'n/~duz{!'n/
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TO:
All Bidders
Phyllis Mills, Quality Assurance Analyst
Chester Wheeler, Housing & Community Development
10) J]; cG ':.")< ~ ~ -,~,,, -.
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FROM:
Geri Sams.
Procurement Director
ooV
DATE: January 12, 2008
SUBJ: Clarifications to Specifications
BID ITEM: 07-211 MACH Academy Improvements Fleming Tennis for
Housing & Community Development
OPENING: Tuesday, January 22nd at 3:00 P.M.
ADDENDUM NO.2
o
PROJECT:
MACH Academy Improvements
For Fleming Tennis Center
ROJECT NUMBER:
CDBG# 07037
2KM # 07-08.6
Part 1 - Specifications:
2.101 Reference Section 07610, Sheet Metal Roofing, paragraph 1.5.B, Warranty:
a. CHANGE: "Guaranteed by installerweathertight for 10 years" to "Guaranteed by
installer weathertight for 2 years".
Part 2 - Drawines:
2.201 Reference Drawing A2.2 Sections and Details, Detail 11 2.2 Wall Section:
a. ADD CLARIFICATION note: "Ice and watershield SBS underlayment shall extend
over entire new roof area" .
SIGNED BY:
~~ L. 11~. NCARB. AIA
Robert L. Mauldin, Principal Architect
Please acknowledge addendum in your submittal.
END ADDENDUM NO.1
Room 605 - 530 Greene Street, Augusta Georgia 30911
(706) 821-2422 - Fax (706) 821-2811 ADDENDUM 2 07-211
www.aueustaea.gov Page 1 of 1
Register at www.demandstar.com/supplier for automatic bid notification
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All Bid6ers
PhYllisl Mills, Quality Assurance Ana!yst .
Chester Whe~ler, H9using & jommunity Development
Geri S~ms. ~
Procurement lector
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Januaf B, 200B
Clarifidations
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BID rTEM; 07-2111 MACH Academy Improvements for Fleming Tennis Center
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OPENING: TU9Sd,y, January 22nd at 3:00 P.M.
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TO:
.
FROM:
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DATE:
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1.101
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Part 1 J SnecificatioDS:
Reference Section A, invitation to Bid, fourth paragraph, MANDATORY Pre-Bid Conference,
The following Je made a part of the Contract Documents:
a. See atta4hed "Pre-bid Conference Agenda."
b, See atta4hed "Sign-in Log" for attendance at Mandatory Pre-bid Conference.
c. See atta6hed "Meeting Notes". .
Reference Sectidn F Special Conditions; paragraph P-13 Temporary Utilities for information on
obtaining power/and water on-site.
Reference SectiClns 02920 La'Wns and Grasses:
a. CLAR.IfICATlON: Restore grassing to match existing grassed lawn by all means
necessart to establish a full stand of grass.
Reference Sectio;n 09300 Ceramic Tile, paragraph 2.2 Tile Materials:
a. DELETE paragraph A:
"A. l!:eramic Mosaic Tile:
I
~1) Acceptable Product: Porcelain floor tile.
C.2) Characteristics:
I (a) Nominal Size:
1. Floors: 8",,8" or 12"x J 2" Non-slip slate textured,
through color porcelain, selected by Architect from
manufacturers full line such as: Crossville.
(b) Nominal Thickness: 114-inch to l/2-inch based on size of
tile.
(c) Grade: TCA Master Grade.
(d) Color and Finish: To be selected from manufacturer's full
range of available colors and textures.
(e) Matching caved base for walls."
ADDENDUM NO.1
.
.
.
1.102
.
].103
.
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.
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Room 605 - 530 Greene Street. Aug:usta Georgia 309 I I
I (706) 811-2422 - Fax (706) 821-2811 ADDENDUM 1 D7-211
I WWW-au2USta~a,lZOv Page 1 0; 3
Regisfcr at www.demand.srar.com/suppiier for automatic bid notification
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All Bidbers
PhYllisl Mills, Quality Assurance Analyst
~hestr Whe~ler, H using ~ommunitY Development
Geri S~ms. frrrrvv/
Procurement lector
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Janua'iY 8, 2008
I
Clarifidations
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BID ITEM; 07-2111 MACH Academy Improvements for Fleming Tennis Center
I ' .
I '
OPENING: TUeSdjY, January 22nd at 3:00 P.M.
I
I
Part 1 J Snecifications:
1.101 Reference Section A, Invitation to Bid, fourth paragraph, MANDATORY Pre-Bid Conference, .
The following a~e made a part of the Contract Documents:
a. See atta4hed "Pre-bid Conference Agenda.."
b, See atta4hed "Sign-in Log" for attendance at Mandatory Pre-bid Conference,
c. See attached IIMeeting Notes".
J .102 Reference Sectidn F Special Conditions; paragraph P-13 Temporary Utilitie.s for information on
Ob~ining pow~land water on-site.
] .103 Rererence Secttons 02920 La'W11s and Grasses:
a. CLARIFICATION: Restore grassing to match existing grassed lawn by all means
" necessi to establish a full stand of grass.
I .104 Reterence Sectrqn 09300 Ceramic Tile, paragraph 1.2 Tile Materials:
a. DELE~ paragraph A:
IIA. teramic Mosaic Tile:
Ql) Acceptable Product: Porcelain floor tile.
(Q) Characteristics:
I (a) Nominal Size:
1. Floors: 8"x8" or 12"xJ 2" Non-slip slate textured,
through color porcelain, selected by Architect from
manufacturers full line such as: Crossville.
Nominal Thickness: 114-inch to Il2-inch based on size of
tile.
Grade: TeA Master Grade,
Color and Finish: To be selected from manufacturerls full
range of available colors and textures.
Matching caved base for walls."
~~~i/.
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TO:
FROM:
DATE:
SUBJ:
ADDENDUM NO.1
(b)
( c)
(d)
(e)
Room 605 - 5.30 Greene Street. Augusta Georgia 30911
(706) 81]-2422 - Fax (706) 82]-2811
WWW.au2UStal>.a.lZOV
Regis~er at wwwd~mand.srar,c()m!sUppljer for automatic bid nOlification
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ADDENDUM 1 D7-211
Page 1 0; 3
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GEORGIA SECURITY AND IMMIGRA liON COMPLIANCE ACT OF2006
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Effective July 1, 2007, the following language is required to be included in all
contracts entered into by the Department for the physical performance or
services within this State:
"A. Pursuant to the Georgia Security and Immigration Compliance Act of 2006,
the Contractor understands and agrees that compliance with the requirements of
a.C.G.A. S 13-10-91 and Georgia Department of Labor Rule 300-10-1-.02 are
conditions of this Agreement. The Contractor. further agre.es that such
compliance shall be attested by the Contractor through execution of the
contractor affidavit required by Georgia Department of Labor Rule 300-10-1-.07,
or a substantially similar contractor affidavit. The Contractor's fully executed
. affidavit is attached hereto as Exhibit _ and is incorporated into this Agreement
by reference herein.
B. By initialing in the appropriate line below, the Contractor certifi~s that the
following employee-number category as identified in a.c.G.A. s 13-10-91 is
applicable to the Contractor:
1. 500 or more employees;
2. 100 or more employees;
3. ~(f Fewerthan 100 employees.
C. The Contractor understands and agrees that, in the event, the Contractor
employs or 'contracts with any subcontractor or subcontractors in connection with
this Agreement, the Contractor shall:
1. Secure from each such subcontractor an indication of" the employee-
number category as identified in a.C.G.A. S 13-10-91 that is applicable
to the subcontractor;
2. Secure from each such subcontractor an attestation of the
subcontractor's compliance with a.C.G.A. S 13-10-91 and Georgia
Department of Labor Rule 300-10-1:".02 by causing each such
subcontractor to execute the subcontractor affidavit required by
Georgia Department of Labor Rule 300-10-1-.08, or a substantially
similar subcontractor affidavit. The Contractor further understands and
agrees that the Contractor shall require the executed subcontractor
affidavit to become a part of the agreement between the Contractor
and each such subcontractor. The Contractor agrees to maintain
records of each subcontractor attestation required hereunder for
inspection by the Department at any time."
$;c.
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S:r{lE OF1GEORGIA
I J ~ () COUNTY
.
CONTRACTOR AFFIDAVIT AND AGREEMENT
COMES NOW before me, the undersigned officer duly authorized to administer
oaths, the undersigned contractor, who, after being duly sworn, states ~ follows:
1.",." '(" <>.....':l'l<:~1:,~':":~
By executing this affidavit, the undersigp.<:f~.j~entra:ctaxE;vetifies its compliance
with a.c.G.A. S 13-10-91 and Georgia Department of Labor Rille 300-10-1-.02, stating
affirmatively that the individual, firm, or corporation which is contracting with the
Georgia Department of Natural Resources has registered with and is participating in a
federal work authorization program* in accordance with the applicability provisions and
deadlines established in a.C.G.A. S 13-10-91 and Georgia Department of Labor Rule
300-10-1-.02.
')
~.
The undersigned contractor further agrees that, should it employ or contract with
any subcont:i:actor(s) in connection with the physical performance of services pursuant to
the contract with the Georgia Department of Natural Resources of which this affidavit is
a part, the undersigned contractor will secure from such subcontractor(s) similar
verification of compliance with O.C.G.A. S 13-10-91 and Georgia Department of Labor
Rule 300-10-1-.02 through the subcontractor's execution of the subcontractor affidavit
required by Georgia Department of Labor Rule 300-10-1-.08 or a substantially simllar
subcontractor affidavit. The undersigned contractor further agrees to maintain records of
,such compliance and provide a copy of each such verification to the Georgia Department
of Natural Resources at the time the subcontractor(s) is retained to perform such service.
EEV I Basic Pilot Program User Identification Number
FURTHER AFFIANT SA YETH NOT.
t1-f ~ of"
: A thorized Officer or Agent Date
J,' Y;L "$/,.4{)J(~V./l (?"'11e!e- ~J'~lcn
Contract Name . . !
tf) V--'
. ed Officer or Agent of Contractor
~ <?' 1---
;d;jvlM Y L, l34tJ~ r .
Printed ~arne of Authorized Officer or Agent
Page 1
STATE OF GEORGIA
RICHMOND COUNTY
SUBCONTRACTOR AFFIDAVIT
COMES NOW before me, the undersigned officer duly authorized to administer
oaths, the undersigned subcontractor, who, after being duly sworn, states as follows:
By executing this affidavit, the undersigned subcontractor verifies its compliance
with O.C.G.A ~ 13-10-91 and ,Georgia Department of Labor Rule 300-10-1-.02, stating
affirmatively that the individual, firm, or corpor' w' ~ is enga~1-' e p.gysical
performance of services under a contract with: bVf\ 6 0 'ref(' //tie. ~v Jt."'5
(name of contractor) on behalf of the Georgia Department of atural 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. ~ 13-
10-91 and Georgia Department of Labor Rule 300-10-1-.02.
EEV I Basic Pilot Program User Identification Number
2-,- ~o P'
Date
Ori;ed o~er or, Age~t
1- j [l)-/vJIr,uJ?-.
Subcontractor Name
~
Title of Authorized Officer or Agent of Subcontractor
~uJ-
ame of Authorized Officer or Agent
~
Notary Public N Pub!' . ,
commission expires' otary Ie, Richmond County, Georgia
fv1y Culnmi:i:liulI Expires February 13,2010
* 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 infonnation of newly hired employees, pursuant
to the Immigration Reform and Control Act of 1986 (IRCA), P.L. 99-603. As of the effective date of
a.c.G.A. S 13-10-91, the applicable federal work authorization program is the "EEV I Basic Pilot
Program" operated by the U.S. Citizenship and lnimigration Services Bureau of the U.S. Department of
Homeland Security, in conjunction with the Social Security Administration (SSA).
-
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TABLE OF CONTENTS
AHCDD
Form #
Title
t d t
I f
n ro uc on n ormation
100 Invitation to Bid 1 00-1
101 Instructions to Bidders 101-1
102 Information available to bidders 102-1
Bidding Ree uirements
103 Bid Form & Bid Tabulation 1 03-1
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 108-1
109 List of Drawings 1 09-1
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
401 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 Security & Immiqration Compliance Act of 2006
Specifications
111 Technical Specifications 111-1
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Invitation To Bid
Sealed bids will be received at this office until 3:00 p.m., Tuesday, January 22,2008
Bid Item #07-211 MACH Academy Improvements for Fleming Tennis Center for Housing &
Community Development Department
Bids will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of:
Geri A. Sams
Procurement Department
530 Greene Street - Room 605
Augusta, Georgia 30911
706-821-2422
Bid documents may be examined at the office of the Augusta, GA Procurement Department, 530 Greene Street - Room
605, Augusta, GA 30911. Plans and specifications for the project can be made available upon request to Augusta
Blue Print. The fees for the plans aud specifications which are non-refundable is $25.00
Documents may also be examined during regular business hours at the Augusta Builders Exchange, 1262 Merry Street,
Augusta, GA 30904; F. W. Dodge Plan Room, 1281 Broad Street, Augusta, GA 30901. His the wish of the Owner that
all businesses are given the opportunity to submit on this project. To facilitate this policy the Owner is providing the
opportunity to view plans online (www.aul!ustablue.com) at no charge through Augusta Blue Print (706 724-6488)
beginning Thursday, December 6, 2007. Bidders are cautioned that submitting a package without Procurement of a
complete set are likely to overlook issues of construction phasing, delivery of goods or services, or coordination with
other work that is material to the successful completion of the project. Bidders are cautioned that sequestration of
documents through any other source is not advisable. Acquisition of documents from unauthorized sources places the
bidder at the risk of receiving incomplete or inaccurate information upon which to base his qualifications.
A Mandatory Pre-Bid Conference will be held on Friday, December 28, 2007 @ 10:00 a.m. at the location of the
project, Fleming Tennis Center, Chester Avenue, Augusta, GA. All questions must be submitted in writing to the
office ofthe Procurement Department by fax at 706-821-2811 or by mail. No bid will be accepted by fax, aU must
be received by mail or hand delivered. All questions are to be submitted in writing by Thursday, January 3, 2008
by 3:00 p.m.
No Bid may be withdrawn for a period of60 days after time has been called on the date of opening. A 10% Bid bond is
required to be submitted in a separate envelope so marked along with the bidders' qualifications; a 100%
performance bond and a 100% payment bond will be required for award.
Bidders will please note that the number of copies requested; all supporting documents including financial statements and
references and such other attachments that may be required by the bid are material conditions of the package. Any
package found incomplete or submitted late shall be rejected by the Procurement Office. Any bidder allegedly
contending that he/she has been improperly disqualified from bidding due to an incomplete bid submission shall have the
right to appeal to the appropriate committee of the Augusta Commission. Please mark Re-Bid number on the outside of
the envelope.
This is a federally assisted project. Bidders and contractors performing work under this advertisement are bound by the
requirements of President's Executive Order 11246 as amended by Executive Order 11375: Title VI of the Civil Rights
Act of1964; Section 109 of Title 1 of the Housing and Community Development Act of 1974, as amended; Section 3 of
the Housing and Urban Development Act of 1968; the Immigration Reform and Control Act of 1986; the Davis-Bacon
Act; the Copeland "Anti-Kickback" Act; and the Contract Work Hours and Safety Standards Act. The bidder's attention
is called to the "Equal Opportunity Clause" and the goals and timetables for minority and female participation in each
trade and to the fact that not less than minimum wages set forth in the contract documents must be paid.
GERI A. SAMS, Procurement Director
Publish:
Augusta Chronicle
Metro Courier
cc: Tameka Allen
Chester Wheeler
Rosa White
Vicki Johnson
Belinda Brown
December 6, 13,20,27,2007
December 12, 2007
Interim Deputy Administrator
Housing & Community Development
Housing & Community Development
Housing & Community Development
Housing & Community Development
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Bid form Checklist
Date: November 29.2007
Bid Item: 07-210
To: Purchasing
From: Housinf! & Communitv Development Dept.
R',_,", ~'
Dept. Head Signature: \ . I .. t ~JAdA F ~ l tJ'-9~/Jl['
Thefollowing information is neededfor Annual Bid Requests to be processed.
1. Estimated date which product/service is needed: December 6. 13. 20. 27
2. Estimated Price: $147.000.00
3. Estimated Cost of Specs: $25.00
4. Acct. # for Advertising: 221-07-3211 5211119/.. /; './(it-'
4071548-5444112 ...V I
Vendor list: Please provide a list of vendors formatted for labels in electronic form.
Bid Description:
. MACH Academy Improvements for Fleming Tennis Center
Other:
This bid will not be advertised until we receive the information requested above. All
necessary postage will be charged to your department.
Housing & Community Development Department
Procurement File Checklist
Bid Item # 07-210
Description: Buildill!! expansion
Bid Due Date: Januarv 22. 2008 Time: 3:00p.m. Advertising Acct: # 221-07-3211/5211119
4071548-54444112
Pre-Bid Date: December 28. 2007
Time: 10:00a.m. Mandatory (yes) On site
If no Pre-Bid, indicate last day for questions
(Must send vendor list)
Date: Januarv 3. 2008
Contact Person: Phvllis Mills
Phone # 706-821-2422 Fax # 706-312-4602
Section of Housing & Community Development Public Facilitv
Housing, Far;:ade or Public Facility
Advertised In:
Date
Requisition #
Augusta Chronicle
December 6. 13. 20. 27
Metro Courier
December 12
Bid Form Checklist Received
Date: November 29.2007
Estimate of Contract Price
$
147.000
Specifications received
Date: September 14.2007
Plans received
Date: November 29. 2007
Wage Rate lO-day lock-in rule Date: Januarv 11.2008
(If any changes to wage rate, HeD must notify & send Procurement copy of any modifications)
Mail Out Copy of Invitation to Bid Date:
Addendum #1 Mail Fax Date:
Addendum #2 Mail Fax Date:
Bid Tab Completed Date:
Notice of Award Date:
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AHCDD Form 101
(Rev, 10/06)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
INSTRUCTIONS FOR BIDDERS
COSG #07037
IFB#:
11. Bid Preparation and Submission:
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. "
I
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
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AUGUST A HOUSING & COMMUNITY IF8#:
AHCDD Form 101 DEVELOPMENT DEPARTMENT I
(Rev, 10/06) INSTRUCTIONS FOR BIDDERS
CDBG #07037
r (3) Record of past performance; and I
I (4) Financial and technical resources (including construction and technical equipment). I
B. The bidder shall submit the completed Bidder's Qualifications form with the bid for the purpose
I
of assisting the City to determine responsibility. The City may rely on sources of information I
other than the bidder's qualifications to determine responsibility. The failure of the bidder to
I submit the qualifications shall render the bidder non-responsive and ineligible for award.
I
5. Late Submissions, Modifications, and Withdrawal of Bids:
I A. Any bid received at the place designated in the solicitation after the exact time specified for I
receipt will not be considered unless it is received before award is made and it
I (1 ) Was sent by registered or certified mail not later than the fifth calendar day before the date I
specified for receipt of offers (e.g. an offer submitted in response to a solicitation requiring
I receipt of offers by the 20th of the month must have been mailed by the 15th); I
(2) Was sent by mail, or if authorized by the solicitation, was sent by telegram or via facsimile,
I and it is determined that the late receipt was due solely to mishandling by the City after I
receipt at the Procurement Department; or
I (3) Was sent by U.S. Postal Service Express Mail Next Day Service - Post Office to I
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
I observed holidays. I
B. Any modification or withdrawal of a bid is subject to the same conditions as in paragraph A of
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this provision. I
C. The only acceptable evidence to establish the date of mailing of a late bid, modification, or
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withdrawal sent either by registered or certified mail is the U.S. postmark both on the envelope I
or wrapper and on the original receipt from the U.S. Postal Service. Both postmarks must show
I 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 I
meter machine impression) that is readily identifiable without further action as having been
I 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 I
postmark on both the receipt and the envelope or wrapper.
I D. The only acceptable evidence to establish the time of receipt at the Procurement Department I
is the time/date stamp of the Procurement Department on the proposal wrapper or other
_I documentary evidence of receipt maintained by the Procurement Office.
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Page 101-3
AHCDD Form 101
(Rev. 10/06)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
INSTRUCTIONS FOR BIDDERS
CDBG #07037
IFB#:
f
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 shali be made in accordance with the Owner's Augusta
Housing and Community Development (AHCDD) written policy and procedures.
E. The 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.
F. 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-Ricnmond
County Commission, without liability, 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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AUGUST A HOUSING & COMMUNITY I
I AHCDD Form 101 IF8#:
DEVELOPMENT DEPARTMENT I
(Rev. 10/06) INSTRUCTIONS FOR BIDDERS
CDSG #07037
I Labor Standards). The Owner's AHCDD will provide the successful bidder with the date, time, I
I and place of the conference.
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Page 101-7 I
AHCDD Form 102
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
INFORMATION AVAILABLE TO BIDDERS
CDSG #07037
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.
Item # Title of Document Description of Document Total Pages
The potential bidder may view the above documents at the location indicated in the Invitation to Bid Notice.
Page 102-1
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\.HCDD Form 103
(Revised 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
BID FORM
COSG #07037
IFB #:
Project Number .
:OSG #07037
Bidders are encouraged to carefully examine the documents and
construction site. Failure to do so shall beat the bidder's risk.
. Submit bid to: Geri A. Sams
Procurement Department
530 Greene Street - Room 605
Augusta, Georgia 30911
706 - 821 ~2422
f/"J~ ap lei ;i.r-kvke> ~c.
Ro~/
Bidder's Address:
~ ,7~7C 10/~c ,0
tI: ( I IJI ~/t ]6iI7-
I rtz, f/~ ';
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
mstructions, General and Supplemental Conditions, Contractor's compliance and reporting
requirements, the specifications, drawings, and addenda.
rhe City requires a minimum acceptance period of 60 calendar days. "Acceptance period," as used in this provision, means the number of calenaar
days available to AHCDD for awarding a contract from the date specified in this solicitation for receipt of bids.
--}y 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
neligible to be awarded contracts by either the U.S. Department of Housing & Urban Development, the City or the Augusta Housing & Community
Jevelopment 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.)
I Idenda No..fk I Addenda Date fj. t/4J (} t Addenda No. Addenda Date
Addenda No."e .2., Addenda Date / Z cfmJ ~.p Addenda No. Addenda Date
Page 103-1
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\HCDD Form 103
(Revised 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
BID FORM
CDSG #07037
IFB#:
~~~~72~G~
I he Owner fXI is [~,' is not requesting deductive alterriates for this bid.. To offer 'a bid the bidder is requested to.
breakout the fuiiowing items from the base bid. Each item shall include all: labor, 'materials, equipment and services
~quired to complete item.
Item
#
Item Bid
$ dt)
$ IJ7J
$, ltl tJ ()c)
$
$
$
$
$
$
$
$
The undersigned agrees to commence actual physical work on the site with an adequate force and equipment within ten
0) days of a date to be specified in a written order of the Owner and to complete fully all work in 180 consecutive
llendars days from and including said date.
Tl,e undersigned further agrees to pay, as liquidated damages, the sum of $100.00 for each consecutive calendar day
ereafter that the work is not complete as provided in the General Conditions.
l_ fictitious trade name is employed in the conduct of Date
business, insert such name and complete, as
d ~~opriate. This foregoing fictitious or trade Ilame:
~s 0 is not registered under State Law.
fII"me of persoll \'Jubmltting th~ bid Witness :5;;.L,ft-N1lEtu.r-l b 10 () ..rf-
Lf JJ% L'hJ j-
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".,. ""-"'-"-~"~'--""."""='illl~".~!lID~~~~P"""J'V'--.f.;;tl;\l\i'liamm~.MNI!\iiili!1"m.ifiilJiiii\I!JIDlllilitZ>j}j~;:!li1iiiiI11~;;j~Yili\{,\f~"-
vl};@
InsrcelCD
~~
INSCO INSURANCE SERVICES, INC.
Underwriting Manager for:
Developers Surety and Indemnity Company
Indemnity Company of California
17780 Fitch, Suite 200 . Irvine. California 92614. (949) 263-3300
BID BOND
BOND NO. Bid Bond
KNOW ALL MEN BY THESE PRESENTS,
That we, Blount's Complete Home Service. Inc.
as Principal, and Developers Surety and Indemnity Company
a corporation
authorized to transact a general surety business in the State of GA
as Surety, are held and firmly
bound unto Auqusta Housing & Community Development Department
530 Greene Street, Room 605, 'Auqusta, GA 30911
(hereinafter called the Obligee)
in the full and just sum of Ten Percent of Amount Bid
Dollars, ($ 10%
) for the payment whereof In laWful money of the United States, we rnnd ourselves, our
heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the said PRINCIPAL has submitted the accompanying bid for Bid Item #07-211 Improvements
for Flemming Tennis Center.
NOW, THEREFORE, If the Obligee shall accept the bid of the Principal and the Principal shall enter into a
Contract with the Obligee in accordance with the terms of such bid, or in the avent of the failure of the Principal to enter
such Contract, If the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the
amount specified In said bid and such larger amount for which the Obligee may in good faith contract with another party
to perform the Work covered by said bid, then this obligation shall ba null and void, otherwise to remain In full force and
effect.
Signed and Sealed this
22nd
day of
January
2008
YEAR
)3.lount's Complete Home Service, Inc.
I:
Principal
Developers Surety and Indemnity Company
Surety
By: ~~~A.' /_ /~,'
Shirley ~,-guk;s ,- . . Attorney-in-Fact
. -.........'!t'l.II
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..... ..~,,~;",-~...:,,~~_<<:~rf~;~~~~~~~~~ '_""'=,o",,:~,'~':"L~<::,:_: ''':~_-,'< ;
,,~~,,=,~-,,::."'1::'~_'~,-::.,ir:-,;. . T:.'''C,'~t?_'''';',,:"';t7J<'''''','8:"'~ ""POW'ER OF A'T"TORNEY FOR
DEVELOPERS SURETY AND INDEMNITY COMPANY
PO BOX 19725, IRVINE, CA 92623 (949) 263-3300
w\vw.lnscoOico.com
- "'.,-_.-.,........................_.----."......_,...~.._..
\'.,~
KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited. DEVELOPERS SURETY AND INDEMNITY COMPANY does hereby make, constitute
and appoint:
***Greg Keller, Suzanne Walker, Sandra L. Petty, Shirley F. Dukes, Jennifer Freeman, jointly or severally**:l
as its true and lawful Attomey(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporation as surety, bonds. undertakings and contracts
of suretyship giving and granting unto said Attorney(s)-in-Fact full power and authority to do and to perfonn every act necessary. requisite or proper to be done in
connection therewith as the corporation could do, but reserving to the corporation full power of substitution and revocation, and all of the acts of said Attorney(s)-in_
Fact, pursuant to these presents. are hereby ratified and confinned.
This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolution adopted by the Board of Directors of DEVELOPERS
SURETY AND INDEMNITY COMPANY effective as of November I, 2000:
RESOLVED. that the Chainnan ofthe Board, the President and any Vice President of the corporation be, and that each of them hereby is. authorized to execute
Powers of Attorney, qualitying the Attorney(s)-in-Fact named in the Powers of Attorney to execute. on behalf of the corporation, bonds. undertakings and contracts of
suretyship; and that the Secretary or any Assistant Secretary of the corporation be, and each of them hereby is. authorized to attest the execution of any such Power of
Attorney;
RESOLVED, FURTHER. that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile.
and any such Power of Attorney or certificate bearing such tacsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with
respect to any bond, undertaking or contract of suretyship to which it is attached-
IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY has caused these presents to be signed by its respective Executive Vice President
and attested by its Secretary this I st day of December. 2005,
By: C-=-) ~ -)
David H. Rhodes. Executive Vice-President
",.........""",
..\"~(< AN 0 /. II,,#.
,,~<c, ........... i1'0 ",
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~<:;"c. ~,~~
if;!! OCT. \~ ~
E~! 10 'in~
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~~
By:
Walter A. Crowell, Secretary
STATE OF CALIFORNIA
]
COUNTY OF ORANGE
On December 1.2005 before me, Gina L. Gamer, Notary Public (here insert name and title of the officer), personally appeared David H. Rhodes and Walter
A. Crowell. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument
and acknowledged to me that he/she/they executed the same in hislher/their authorized capacity(ies), and that by hisiher/their signature(s) on the instrument the person(s),
or the entity upon behalf of which the person(s) acted- executed the instnmlent.
WITNESS my hand and official seal.
Signature
~O<~
- a a a a a a _ _ a _ _ ~ a ~ a ~
J.. gg~:M:.#G1~~~5~~ ~
~ NOTARY PU. B. UC CALIFORNIA 0
~ . My ::m.~:~~~~ 20W i
~ ~ _ _ . ii'-_'.-~.... . _._
(SEAL)
CERTIFICATE
The undersigned, as Assistant Secretary, of DEVELOPERS SURETY AND INDEMNITY COMPANY, does hereby certify that the foregoing Power of
Attorney remains in full force and has not been revoked. and furthermore, that the provisions of the resolution of the respective Boards of Directors of said corporation
set forth in the Power of Attorney, is in force as of the date of this Certificate.
This Certificate is executed in the City of Irvine. California, the 22nd day of January
, 2008
~/-~
By
Albert Hillebrand, Assistant Secretary
10- I 438 (DSI) (Rev. ] 2/05)
~ AUGUSTA HOUSING & COMMUNITY
AHCDD Fonn 104 DEVELOPMENT DEPARTMENT
1 (Rev, 05/07) I REPRESENTATIONS, CERTIFICATIONS,
AND OTHER STATEMENTS OF. BIDDERS
1. Certificate of Independent Price Determination:
a. The bidder c.ertifies that:
(1) The prices in this bid have been arrived a{ independently, without, for the purpose of
restricting competition, any consultation,communication, or agreement with any other I
. bidder or competitor relating to: I
(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 or indirectly, 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
No attempt has'beenmade or will be made by'the bidder to induce any other concern to
subrnitorn9t tosubmit a..bid for the purpose of restricting competition.
1
1
1
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1
IFB#:
COBG #07037
(3)
b. Each signature on the bid is considered to be a certification by the signatory that the signatory:.
(1). /s 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 certiiying
that those prinCipals have not participated, and 'will not participate in any action contrary
to subparagraphs a. (1) through a. (3) above.
}f'(! St .
[Insert fuH name of person(s} in the bidder1s organization responsibie for
determining the prices offered in this bid or proposal, and the title of his or her
position in the bidder's organization]
As an authorized agent, does certify that the prinCipals named in subdivisionb.(2)(a)
above have not participated, and will not participate, in any action contrary to ,
subparagraphs a.(1) through a.(3) above; and i
As an agent, has not personally participated, and will not participate in any action
contrary to SUbparagraphs a. (1) through a. (3) above.
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.
(3)
(4)
, Page 104-1
J
I, AHCDD Form 104
(Rev. 05/07)
I i
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I
I Organizational Conflicts of Jnterest Certification:
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
REPRESENTATIONS, CERTfFICATIONS,
AND OTHER STATEMENTS OF BIDDERS
'F8#:
CDBG #07037
The bidder, by signing its bid, hereby certifies to the best of his or her knowledge and beiief as
of the date of this bid, that:
(1) No Federal appropriated funds have been paid or wi/I 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 or a contract resulting from this
solicitation;
(2) If any funds other than Federai appropriated funds (including profrt or fee received under
a covered Federal transaction) have been paid, or wilf be paid, to any person for
influencing or attempting to influence an officer or employee of any agency, ~ 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, OMS 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 shaH certify and
disclose accordingly.
Submission of this certification and disClosure is a prerequisite for making or entering
into this contract imposed by Section 1352, TItie 31, United States Code. Any Derson
who makes an expenditure prohibited under this provision or who fails to file or amend
the disclosure form to be filed or amended by this provision, shall be subject w a civil I
penalty of not less than $10,000, and not more than $100,000, for each such failure.
The bidder certifies that to the best of Its knOWledge and beiief and except as otherwise disclosed,
he or she does not have any organizational conflict of interest which is defined as a situation in I
I 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:
I a. Result In an unfair competitive advantage to the bidder; or
I b. Impair the bidderls objectivity in performing the contract work.
. '. In the absence of any actual or apparent conflict, I hereby certify that to the I
. of my knowledge and. beiief, no actual or apparent conffict of interest exists with )'
egard to my Possible performance of this procurement (Please initial.) ,
51Bidderts Certification of Eligibility: ,
a. By the submission of this bid, the bidder certifies that to the best of its knowiedge and belief,
neither ii, nor any person or firm which has an interest in the bidder's firm, nor any of the
bidderts subcontractors, is ineligible to:
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Page 104-3
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In Certification of Eiigibility Under the Davis-Bacon Act: (applicable to construction contracts
exceeding $2,000)
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91 Certification of Non-Segregated Facilities (applicable to contracts exceeding $10,000)
a, The bidder1s attention is called to the clause entitled Equal Employment Opportunity of the
General Conditions of the Contract for Construction.
lb.
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c.'VItl is Ois not a minority business enterprise. "Minority business enterprise," as used in
t this provision, means a business which is at least 51 percent owned or controlJed by one or
more minority group members or, in the case of a publicly owned business, at least 51 percent I
of its voting stock is owned by one or more minority group members, and whose management j
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) i
~laCk Americans 0 Asian Pacific Americans
o Hispanic Americans 0 Asian Indian Americans
o Native Americans
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
REPRESENTATIONS, CERTIFICATIONS,
AND OTHER STATEMENTS OF BIDDERS
IFB#:
I AHCDD Form 104
(Rev. 05/07)
CDBG #07037
o Hasiidic Jewish Americans
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 isa 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 I
3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).
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"Segregated facilities," as used in this provision, means any wafting 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 ciause in the contract.
Page 104-5
I.HCDD Form 104
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNfTY
DEVELOPMENT DEPARTMENT
REPRESENTATIONS, CERTIFICATiONS,
AND OTHER STATEMENTS OF BIDDERS
IFB #;
CDSG #0;037
11. Bidder1s Signature:
I This form must be submitted with the bid. with all information completed. The bidder hereby
certifies that the information contained in these certifications and representations is accurate,J
I c~lete, and current. Failure to submit this certification properly completed and executed wiii I
r nder the ~de n-responsive. i
I ~ t/ - v.., J 2; ~ 0 y- I
. (pi ,:ac~Ji~ and Date) (") ,
I drMMY L ,IJoUAI-
(Ty~ or Prted Name)
1 I!a. 51'~~ I-
;r;)ie), /"\., I ~
I #d^,1>t's (J fAO!eIe.-fJ~'4tJerwb> ~c
(Company Name) I . / / .
Inn 16,&-c L (j 12. ''#:4/'';/; I !J"eL fZJ g/S-
(Company Address) ./
I:
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Page 104-7
For business claiming status as a Section 3 resident-owned Enterprise:
o Copy of resident lease 0 Other Evidence
o Copy of evidence of participation in a public assistance program
For the business entity (as applicable): ~
I 0 Copy of Articles of incorporation. J U. f. /J D Certificate of Good Standing
1- 0 Assumed Business Name Certificate /L ;t7--. 0 Partnership Agreement
II 0 List of Owners/Stockholders and % of eac~ -/ fV . 0 Corporation Annual Report
o Organization chart wjth names and titles and trief functional statement
o Latest Board minutes appointing officers
I 0 Additional documentation
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AHCDD Form 105
(Rev_ 10106)
AUGUSTA HOUSING & COMMUNJTY
DEVELOPMENT DEPARTMENT
CERTIFICATION FOR BUSINESS CONCERNS SEEKING SECTION 3
PREFERENCE IN CONTRACTING AND DEMONSTRATION OF CAPABILITY
IFB #:
COSG #07037
Name of Business:
Address of Business:
, () fcc.\? ~c:-.
Attached is the foUowing documentation as evidence of status:
For business claiming Section 3 status by subco,(ltra.cting 25 percent of the dol/ar awarded to qualified
Section 3 business: JAf/J
I / ('"""
o List of subcontracted Section 3 busine~t . 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 J years of date of first employment with I
the business: I
o List of all current full time employees AI ;;-- 0 List of all employees claiming Section 3 status i
o Residential lease (less than 3 years from V of~mPIOyment) I
o Other ,:-vidence of Section 3 status (less than 3 years from date of employment) i
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I Evid ce of ability to perform successful/y under the terms and conditions of the proposed contract:
~urrent financial statement 0 List of owned equipment
I 0 St~tement of ability to comply with public policy 0 List of all contracts for the past two years
~t,IVc~ If ~v~f-
I ffiut h..O. rizmg. Oh -ic'a/ Name. - Print)
It/)- ,
~/\ .!' (/ f
v..,
/ ,~i 1/ _..~_. ~
IfuttriZ,ng Official ::: signature)
(Corporate Seal)
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~HCDD Form 106
(Rev. 10/06)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
NON-COLLUSION AFFIDAVIT
IF8#:
CDBG #0703i
1 0 NAM; AND ~D:;/~ .;.t't(C~-(~,C<<")' ;j: L,
Ufo j) It-I) U!l1[
v?967C 17Jr'~ cc 0 I!_
!/-qh 7-; /4-1,/ c;)f.t ;; il.[ I ;-
TELEP~ONE: C(:?l "7Q.J - 9Cf'(j FAX:!7ofr) -17'5 -7~g:I:
2. SPECIFY TYPE OFOWNERSHJP:
Sole Proprietor B MBE
Partnership' I S8::
Professional Corp. WBE
Corporation
GA Business License #:
3% INTEREST IN COMPANY:
Title
Phone Number
By submission of this bid or proposal, each Vendor and each person signing on behalf of any Vendor
I !rtifies, and, i,n the case of a joint bid or offer, each party there~o certifies as to its own organization, under
malty 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,
I 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 been knowingly
II disciosed by the bidder/offeror and will not knowingiy be disclosed by the bidder/offeror, directly or indirectly to
any other bidder/offeror or to any competitor;
,
i 3. No attempt has been made or will be made by the bidder/offeror to include any other person, partnershiD or
~ J corporation to submit or not to submit a bid/offer for the purpose of restricting competition and,
. 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
I award to the bidder/offeror.
te: 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
Name:
I ~nature:
Name:
Signature:
it'e: Title:
~~: [ Da~:
I Subscribed a~d sworn to before me this ;: :Z /r<-t/ day of
". Notary Public, Richmond County, GeorgiQ f I
I My ~9'. Iss.,ron JexPlrljS V~ " Comml~O. n Dq;ires Fearuarf 'l2,20H.J.' 20 _'
(~'1i'1~.L) -;/}utlft~(j .
II Notary
/)
"7' ,.-/,-
,20 {it,
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(SEAL)
Page 106-1
AHCDD F.orm 110
(Rev. 10/06)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
. CERTIFICATE AS TO CORPORATE PRINCIPAL
IFB#:
CDSG #07037
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.
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; certify that I am the Secretary of the
I ignature,of Secretary of the Corp,oration
Name of Secretary of the Corporation
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$:it1/J-ktJtEf 7!;;bokl-
Corporate Seal
2--r Ji-trJ 6~
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Page 110-1
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,!~
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CONFLICT OF INTEREST:
It shan be unethical for any City of Augusta business or participant directly or indirectly in a procurement
contract when the employee or officiallmows that:
(a) the employee or official or any member of the employee's or official's immediate family has a
substantial interest or financial interest pertaining to the procurement contract, except that the
purchase of goods and services from businesses which a member of the Commission or other
City of Augusta employee has a fmancial interest is authorized as per a.C.G.A. 36-1-14, or the
procurement contract is awarded pursuant to a.C.G.A. 45-10-22 and 45-1 0-24, or the transaction
is excepted from said restrictions by a.c.G.A. 45-10-25;
(b) Any other person, business, or organization with whom the employee or official of any member
of an employee's or officials immediate family is negotiating or has an arrangement concerning
prospective employment is involved in the procurement contract.
Any employee or official or any member of an employee's or official immediate family who
holds a substantial interest or financial interest in a disclosed blind trust shall not be deemed to
have a conflict of interest with regard to matters pertaining to that substantial interest or financial
interest.
I, (vendoc) ~M(j L Cjpvpf
contained in the bid spekCatiODS.
- i /1/1
Vendor Name:
have read and understand the information
J4t:vjfce 5
.-
--;l7Jc '
Address:
City & State:
('lop (93 - 96 ?.J
Signature:
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT OEPARTMENT
BIDDERS QUALIFICATIONS
IFB #: I
COSG #t'.7IJJ
AHCDD Form 107
(Rev. 10106)
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:
{){!7 ~
4. State Incorporated
()
7. General character of work usually performed by your company.
j / '
Ie i-r/Y rj1-t rN c L
8. Have you ever failed to complete any worK awarded to you? If so, Where and why?
L
ILl ()
10. List the three (3) most important structures recently completed by your company, stating approximate cost of each, month ana year i
completed, name and telephone number of owner's 18presentative. I
I,
:( S'i.. ') Cc ~ to'" I'-t:,~ (;;J...Z-v~ hl'~'
/1 J',?' - i7 I
- //7 ,rvD
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/1 fit' c.I
) htJr;j 7h"", -,ftJ?O
71;/) l~ J - ilJ!:'c I
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Page 107-1
jlHGDD Form 107
(Rev, 10/06)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
BIDDERS QUALIFICATIONS
(FB #:
CDBG #07037
Financial report not more than three (3) months old and containing a balance sheet providing at least the following information.
BALANCE SHEET
IJRRENT ASSETS:
Cash
I Joint Venture Accounts
Accounts Receivable
Notes Receivable
Accrued Interest on Notes
I Deposits
Material and Prepaid Expense
Total Current Assets
ASSETS
II 2fOt)o
15" 9.5z) cr~
;; I ,n
r/1 .9~ OV D t-"f 1-6-
, ~V'> <.J r (lY'C- c..
('tfs ;; L/o4" It..! ~
FIXED ASSETS - NET
'IHER ASSETS
TOTAL ASSETS:
IRRENT LIABILITIES
Accounts Payable
I Notes Payable
Accrued Interest on Notes
Provision for Income Taxes
Advances Received from Owners
Accrued Salaries
I Accrued Payroll Taxes
Other
Total Current Liabilities
----- .....
----- ~ t/ 7 5; cro <-'
LIABILITIES AND CAPITAL
-', ,'clA/~
/' . /J () ;21 rr-r- c.J ~ .)1
'--;c;:::;-p:- /!/e, II' )' t ,./ ~ ! '/ /.,;
/c r-) F ,
IHER LIABILITIES
PITAL
Capital Stock
Authorized and Outstanding Shares,
I Par Value
Earned Surplus
TOTAL LIABILITIES AND CAPITAL
1 t-O'
Ict.
m to before rne this
~.r
a f I
being duly sworn deposes and says that he is J1r.!! t) t..~ [t-
oi
and a.. II s.t6l.e ~e ts erein. contained are true anci
I "
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t/ ~[,~[LH L.-~,ct4C~
ry Public
Commission Expir~t~ry pllhlir t:li:mnnn County ~:o, rgia
My Commission plreHe!lruary .~Ulu
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SCHEDULE.A ~ US ~ &: MARlCETABLES.ECDRITlE$
~ In Namcor irAte 1'bar: I
r,p~,
Mftel \I
, ~.r7r
. \0
NumtIl:r ofSftanii
SCHEDULE B- HON.fttA.RkETABLE SECUJIlTJE'8
. ~ In Haac of Are l'iIc:ie
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~D- ItIA1.F.STATE OWNED
Tide in Nameor Qarc. Cost
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SCJIEDtJLr. E- LIFE 1NSQltANa: Ga.8RlEDt INCLUDING N.5.L.L AND GllOUP
Nlmeof~~ Owac:rPcWey Aa.e.fJciIr)' raceAlDoum PolIcY
6""lTTI
CE
Cash Sw~_ .
Ve1uc '
AJ" 1'iV~
..
SClfEDl1LE F - B.ANKS OR FINANCE COMPANIES WHERE CREDIT JfASJlEI'.N'~
Name &: AddresS (jf1cDdcr Cn:dic in lbc HaDe of Sc:cIm=d or QripDij D.1Ia= I, Currc:Rt
Uaacun:d? ..... i BaiInIz
'#IT N Iii ~. .
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infomtarion CODtlIiIled.iD this --..,,,... is provided tor.1XIrJIOSeafobraia~ IX' ~atdit )'GUtIIt""'!be Uhd~.
or peI'SaD$:. tinns or colJ"-tioas ill who_ bdIaIrd&e wrdClslpai 11I&)I cit&c:r ~ or jointJ,y wiIb GIbers. 8ICCClUtc &......" ill )'our taWll'. Each
uadc:r.Aped UIIClcrswads tJ= you arc rc:iyiGg on the infOtmaiaa PI'ftidelf ~ (im:tud1n& dle ~0Il ~ as fG o~p of ~) in
~ fa EnUlI or cominue cn:dis. .Each &mdersipcd ~~1S and warramr'lblr dlI: in~ povfcIed is we _ ~ and !.bar you may
COtIaider ~ illUelnen1 at c:onlinlli4g to be h'Dc and corn:cr umu .1IIrittec DDIicc of. ~ is ~ CD you It)' dae uadtm.... You II'C auriIor:izcd
to _oil ;"q--- - to......,... _.......__ -..........)11,- -<n!!k _ Y.....
~ ro IlIIlSWCrquea_ aDout)'OUr credk~ wllb mo'us. / \\ I/, ~
..... '.....1' .
Sigzwure (iDdiYiciuaf) J _ .
SSN: -:..rr~_ Binfr.. f 3m ~ S'X'
f_
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Signature (0rbeT Party)
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MATTISON R. VERDERY, P.C.
CERTIFIED PUBLIC ACCOUNTANT
3540 WHEELER ROAD, SUITE 207
AUGUSTA, GEORGIA 30909
sr..OUNT 'S COMPLETE HeME SERVI CE ' INC
2907 C TOBACCO RD
HEPHZIBAH, GA 30815
I ~~VE COMPILED THE ACCOMPANYING STATEMENT OF ASSETS,
LIABILITIES, ,Ah'l'!) EQrrTY - INCOME TAX BASIS OF BLOUNT'S COMPLETE
HOME SERVICE INC (A CORPORATION) AS OF DECEMBER 31, 2006, AND
THE RELATED STATEMElITS OF. REVEh"UES AND EXPENSES - INCOME TAX
BASIS FOR THE TWELVE' MONTHS OF DECEMBER 31. 2006, THE TWELVE
MONTHS OF DECEMBER ~l, 2005, THE TWELVE MONTHS OF 2006 AND THE
TWELVE MONTHS OF 20(5 THEN ENDED, IN ACCORDANCE WITH STANDARDS
ESTABLISHED BY nm ]:,MERICAN INSTITUTE. OF CERTIFIED PUBLIC
ACCOUNTANTS. THE FJ NANCIAL STATEMENTS HAVE BEEN PREPARED ON THE
ACCOUNTING BASIS USE;D BY THE COMPANY FOR INCOME TAX PURPOSES,
WHICH IS A COMPREHEl'iSIVE BASIS OF ACCOUNTING OTHER THAN /'
GENERALLY ACCEPTED ],,CCDUNTING PRINCIE'LES. .
A COMPILATION IS LXJ.IITED TO PRESENTING IN THE FORM OF FINANCIAL
STATEMENTS INFORMATJ ON THAT IS THE REPRESENTATION OF MANAGEMENT.
I HAVE NOT AUDITED C R REVIEWED THE A.CCOMPANYING FINANCIAL
STATEMENTS A.ND, ACCC:RDINGLY, DO NOT EXPl<E;SS AN OPINION OR ANY
OTHER FORM OF ASSURJ,NCE ON THEM.
t-1ANAGEMENT HAS ELECJ'ED TO OMIT SUBSTANTIALLY ALL OF THE
FINANCIAL STATEMENT DISCLOSURES AND THE STATEMENT OF CASH FLOWS
ORDINARILY INCLUDED IN FINANCIlili STATEMENTS PREPARED ON THE
INCOME TAX BASIS OF ACCOUNTING. IF THE OMITTED DISCLOSURES WERE
INCLUDED IN THE FINl,NCIAL STATEMENTS, THEY MIGHT INFLUENCE THE
USER'S CONCLUSIONS };BOUT THE COMPANY'S ASSETS I LIABILITIES,
EQUITY, REVENUE, ANI! EXr?ENSES. ACCORDINGLY. THESE FINANCIAL
STATEMENTS ARE NOT ItBSIGNED FOR THOSE WHO ARE NOT INFORMED ABOUT
SUCH MATTERS.
THE COMl?ANY J '{nTH Tl:E CONSENT OF ITS SHAREHOLDERS, HAS ELECTED
UNDER THE INTERNAL l:~EVENUE CODE TO BE A..t1 S CORPORATION. IN l,IEU
OF CORPORATION INCQr'lE TAXE:S, THE: SHAREHOLDERS OF AN S
CORPORATION ARE TAXJ::D ON THEIR PROPORTIONATE SHARE OF THE
COMPANY'S TAXABLE IHCOME. THEREFORE, NO f'ROVISION OR LIABILIT:r
FOR FEDERAL INCOME '~'AXES H.Z\S BEEN INCJ:..UOED IN THESE FINANCIAL
STATEMENTS.
MATTISON R. VERDERY
CERTIFIED PUBLIC ACCOUNTA.~T
JUNE 26, 2007
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. NET !NCOME (LOSS)
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BLOUNT'S ~OM?LBTE HOME SERVICE IN'
BTATEM!,;r Of' REVENUES l\ND EXPENSES - INCOME TAX BASI;;
FC~ THE TWELVE MONTHS a~u~v VHCHMEER j~. 2006
- CUrrent
Actu.:l wst: Year
LY-V"-,,
1:LS~9.4'. t
41. 2~2. il9
[22,243,05)
SK<; A1'TAc.:HED c.:OMPILJl.TION Ul'OP.T
'iear co Dace
AQr..u.~l. wat Year
:'Y-Va.J;.'
s
12,999.~';;
H. 242 ,....
t29.243,CSJ
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BLOUNT'S COMPLETE HOME SERVICE INC
STATEMENT OF REJ'ENt'ES AND EXPENSES -. INCOl>1E TA.."{ BASIS
T,~RMI'rE ,l'U-m PEST CONTROL
FOR THE: TWE:::"VE::MONTH's ENDED DECEMBER 31 f 2006
Current
Actual Percent
Year to Dace ----
JI.ccual per::ent
SALES
SALES $ 71,565.64 100.0 $ 71,565.64 100.0
1< TOTAL SALES 71,565.64 100.0 71,565.64 100.0
COSTS OF SALES
COST OF SALES -MATER! U.s 11,824.99 16.5 11,824.99 16. :J
COST OF SALES-SUBCONrRAC'I' 50.00 0.1 50.00 0.1
,.' TOTAL COSTS OF SALES 11,~74.99 16.6 11,874.99 16.6
* GROSS PROFIT 59/690.65 83.4 59,690.65 83.4
/
EXPENSES "
COMMISSIONS 4/500.00 6.3 4,500.00 6.3
AUTO & TRUCK 2,971.56 4.2 2,971.56 4.2
BANK ClUffiGES 75.95 O.l 75.95 0.1
LABOR 21,955.00 30.7 21,955.00 30.7
DUES & SUBSCRIPTIONS 363.00 0.5 363.00 0.5
ADVERTISING 1,790.10 2.5 1,790.10 2.5
INSURANCE 1,2:21. 56 1.7 1;221.56 1.7
REPAIRS & MAINTEN'ANC:;: 1,796.22 2.5 l,796 .22 2.5
OFFICE 1,582.26 2.2 1,582.26 2.2
SUPPLIES 1,078.69 1.5 1,078.69 1.5
UTILITIES 234.96 0.3 234.96 ,'" ...
U.:J
INTEREST 2,005.47 2.8 2,005.4'7 2.8
EQUIPMENT RENTJo..L 219.84 0.3 219.84 D.]
lTI'HFORMS 486.23 0.7 486.23 O.i
EDUCATION EXPENSE 450.00 0.6 450.00 0.6
... TOTAL EXPENSES 40,730.84 56.9 40,730.84 56.9
* INCOME FROM OPERATIC~S 18,959.81 26.5 18,959.81 26.5
... NET INCOME (LOSS) $ 18,959.81 26.5 S 18,959.81 26.5
SEE ATTACHED COMPILATION REPORT
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BLOUN1'S COM~LETE HOME SERVICE INC
STATEMENT OF ASSErrS, LIABILITIES, AND EQUITY - INCOME TA..X BASIS
DECEMBER 31, 2006
CURRENT ASSETS
CASH - PEST COtiT]:::: L ACCT
CASH - ESCROW #1
QUEENSBOROUGH NATIONAL
TOTAL CURREh"T AE'SETS
FIXED ASSETS
FURNITURE & FIXTUFES
EQUIPMENT
AUTOS & TRUCKS
LEASEHOLD IMPROVE~~~S
ACCUMULATED DEPRECIATION
NET FIXED ASSET~
TOTAL ASSETS
ASSETS
$
2,1.1.2.60
2,964.14
61,126.63
~
.,.
66,203.37
14,.94l.2.00
33,103.34
93,718.00
42,000.00
(142,081.00)
41,682.34
/'$
107,885.71
LIABIIITIES A1.~D STOCKHOLDERS EQUITY
STOCKHOLDERS EQUITY
RETAINED EARNINGS
DIVIDENDS
CURRENT INCOME (L("SS)
TOTAL STOCKHOLDI,RS EQUITY
TOTAL LIABILITU:S AND STOCKHOLDERS EQUITY
CURRENT LIABILITIgS
LINE OF CREDIT $
QUEENSBOROUGH NFo.TlONAL SA
NK LINE OF CREDIT
TOTAL CURRENT LJABILITIES
LONG-TERM LIABILITH'S
Nip CADILLAC TRUC}
N/P NAVIGATOR
Nip KUBOTA
TOTAL LONG-TERM LIAB!LITIES
4,740.86
125,000.00
.::
....
129,740.86
15, OBL 04
3,139.11
16,749.29
34,969.44
13,323.83
(831147.86)
12,999.44
(56,824.59)
$
10'7,885.71
SEE ATTACHED COMP1LATION REPORT
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IAHCDD Form 109
(Rev, 10/06)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
LIST OF DRAWINGS
IFB#:
CDBG #07037
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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AUGUSA:IA
/~~L~
Chester A. Wheeler, III
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AHCDD Form 115
(Rev. 10/06)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CDBG #07037
NOTICE OF AWARD
TO: Mr. Jimmy Blount
Blount's Complete Home Service, Inc.
2907 C Tobacco Road
Hephzibah, GA 30815
PROJECT DESCRIPTION:
MACH Academy Improvements for
Fleming Tennis Center
1850 Chester Avenue
Augusta, GA 30906
The OWNER has considered the BID submitted by you for the above described WORK in response to
its Advertisement for Bids dated January 22. 2008, and Instruction for Bidders.
You are hereby notified that your BID has been accepted for items in the amount of One Hundred
Twenty-Five Thousand dollars and no cents ($125,000.00).
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 14th day of February, 2008.
By:
ACCEPTANCE OF NOTICE:
Receipt of the above NOTICE OF
AWARD is h~reby acknowle<;lged on
thiS~daYOf~. ~ '. ,2008
\ J.' . I . I ~
By: ~Jr/. _.-t', ~l/p0{J
I' , President
i I
,
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I THIS AGREEMENT made this 14th day of February in the year 2008, by and between awarded
Contractor, Blount's Complete Home Service, Inc. (a legal entity), organized under the State of
I Georgia, hereinafter called the "Contractor," and AUGUSTA, GEORGIA, (a political subdivision of the
State of Georgia), through its AUGUSTA HOUSING & COMMUNITY DEVELOPMENT
I DEPARTMENT, herein called the "Owner" and MACH ACADEMY, INC., hereinafter called the "Grant
Subrecipient.
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AHCDD Form 401
(Rev. 5/2007)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONSTRUCTION CONTRACT
COBG #07037
Project #:
WITNESSETH, that the Contractor and Owner 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
and perform and complete all work required for the construction of Project No. 07037, in strict
accordance with "the plans, specifications and drawings for this project developed by
2KM Architects, Inc. as architects. Numbered 07-08.6, dated September 14, 2007. Said
documents being incorporated herein by reference and made a part hereof.
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
deductions as provided in the specifications for completed work meeting the requirements of the
Contract Documents, the sum of:
One Hundred Twenty-Five Thousand dollars and no cents ($125,000.00). Said contract price
being paid as draws against the contract price and deducting from each draw 10% as retainage. The
Contractor hereby agrees to commence work under this contract on or before a date to be specified
in a written "Notice to Proceed" of the OWNER and to fully complete the project within 180
consecutive calendar days thereafter. The CONTRACTOR further agrees to pay, as liquidated
damages, the sum of $100 for each consecutive calendar day thereafter as hereinafter provided in
Paragraph "9" of the General Conditions.
ARTICLE III
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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AHCDD Form 401
(Rev, 5/2007)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONSTRUCTION CONTRACT
Project #:
COSG #07037
ARTICLE IV
Contract Documents. The contract documents consist of the following:
(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
Special Stipulations.
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.
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
above written.
ATTEST:
AUQusta, Georqia
Owner
cae:
SEAL
BY:
~~AJ
'Len J. Bonner
Clerk of Commission
()t~~ ~
(Witness)
Page 401-2
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AHCDD Form 401
(Rev. 5/2007)
ATTEST:
SEAL
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONSTRUCTION CONTRACT
BY:
'J~
BY:
This contract is entered into by and through its authorized agents:
Page 401-3
Project #:
COSG #07037
Blount's Complete Home Service, Inc.
Contractor
MACH ACADEMY. INC.
Grant Subrecipient
A
~;iIJ /'
417~' // ~~
Michael Harden
As its President/CEO
4;t2~ --
Chester A. Wheeler, III
Director AHCDD
[/24
Frederick L. Russell
City Administrator 4
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AHCDD Form 402
(Rev, 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
. Project #:
CDSG #07037
1. Definitions.
A "Architect" means the person or other entity engaged by the Owner or Grant Recipient to perform architectural,
engineering, design, and other services 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 of the terms and conditions of the Contract No modifications, alterations,
changes, or waiver to the Contract or any 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
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'I AHCDD Form 402
J (Rev, 05/07)
..
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
COBG #07037
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 obseNed deficiencies. The Architect shall file a 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.
,4.
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.
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Page 402-3
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
AHCDD Form 402
(Rev, 05/07)
Project #:
CDSG #07037
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B. 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.
4. Differing Site Conditions.
5.
I
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.) subsurface or latent physical conditions at the site which differ from those indicated in this contract; or
(2.) 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 character provided for in
the contract.
B.
OWri'er'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.
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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.
B. Where in. the specifications or drawings the words "directed", "required", "ordered", "designated",
"prescribed", or like words are used, it shall be understood that the "direction", "requirement", "order",
"designation", or "prescription", of Owner's AHCDD is intended. Similarly the words "approved," "acceptable,"
Page 402-5
AUGUST A HOUSING & COMMUNITY Project #:
AHCDD Form 402 DEVELOPMENT DEPARTMENT
(Rev. 05/07) GENERAL CONDITIONS
COBG #07037
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.
I 6.
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.
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" ?hall be synonymous with "Record drawings,"
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.
I 7.
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.
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
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,
(2.) When required by the specifications or Owner's AHCDD, the Contractor shall submit appropriately
marked samples (and certificates related to them) for approval at the Contractor's expense, with all
Page 402-7
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Page 402-9
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AUGUST A HOUSING & COMMUNITY Project #:
AHCDD Form 402 DEVELOPMENT DEPARTMENT
(Rev, 05/07) GENERAL CONDITIONS COSG #07037
(3.) Prevent damage to property, materials, supplies, and equipment; and,
(4.) Avoid work interruptions.
AHCDD Form 402
(Rev, 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
COBG #07037
Project #:
I
13.
contract, or by the careless operation of equipment, or by workmen, the Contractor shall trim those limbs or
branches with a clean cut and paint the cut with a tree-pruning compound as directed by Owner's AHCDD.
C. The Contractor shall protect from damage all existing improvements and utilities at or near the work site or
on adjacent property of a third party, the locations of which are made known to or should be known by the
Contractor. Prior to disturbing the ground at the construction site, the Contractor shall ensure that all
underground utility lines are clearly marked.
O. The Contractor shall shore up, brace, underpin, secure, and protect as necessary all foundations and other
parts of existing structures adjacent to, adjoining, and in the vicinity of the site, which may be affected by the
excavations or other operations connected with the construction of the project.
E. Any equipment temporarily removed as a result of work under this contract shall be protected, cleaned, and
replaced in the same condition as at the time of award of this contract.
F. New work, which connects to existing work, shall correspond in all respects with that to which it connects
and/or be similar to existing work unless otherwise required by the specifications.
G. No structural members shall be altered or in any way weakened without the written authorization of Owner's
AHCDD and the Architect, unless such work is clearly specified in the plans or specifications,
H. If the removal of the existing work exposes discolored or unfinished surfaces, or work out of alignment, such
surfaces shall be refinished, or the material replaced as necessary to make the continuous work uniform and
harmonious. This, however, shall not be construed to require the refinishing or reconstruction of dissimilar
finishes previously exposed, or finished surfaces in good condition, but in different planes or on different
levels when brought together by the removal of intervening work, unless such refinishing or reconstruction is
specified in the plans or specifications.
I. The Contractor shall give all required notices to any adjoining or adjacent property Grant Recipient or other
party before the commencement of any work.
J. The Contractor shall indemnify and save harmless Owner's AHCDD, the Architect, and the Grant Recipient
from any damages on account of settlement or the loss of lateral support of adjoining property, any damages
from changes in topography affecting drainage, and from all loss or expense and all damages for which
Owner's AHCDD, the Architect, or the Grant Recipient may become liable in consequence of such injury or
damage to adjoining and adjacent structures and their premises.
K. The Contractor will repair any damage to vegetation, structures, equipment, utilities, or improvements,
including those that are the property of a third party, resulting from failure to comply with the requirements of
this contract or failure to exercise reasonable care in performing the work. If the Contractor fails or refuses to
repair the damage promptly, Owner's AHCDD may have the necessary work performed and charge the cost
to the Contractor.
Temporary Buildings and Transportation of Materials.
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.
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AHCDD Form 402
(Rev, 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
CDSG #07037
Project #:
c.
Owner's AHCDD and Architect inspections and tests are for the benefit of Owner's AHCDD and the Grant
Recipient and do not:
(1.) relieve the Contractor of responsibility for providing adequate quality control measures;
(2.) relieve the Contractor of responsibility for loss or damaged material before acceptance;
(3.) constitute or imply acceptance; or,
(4.) affect the continuing rights of the Grant Recipient after acceptance of the completed work under
paragraph J below.
D. The presence or absence of Owner's AHCDD or the Architect does not relieve the Contractor from any
contract requirement, nor is he authorized to change any term or condition of the specifications without
Owner's AHCDD's written authorization. AHCDD shall give all instructions and approvals with respect to the
work to the Contractor.
E. The Contractor shall promptly furnish, without additional charge, all facilities, labor, and material reasonably
needed for performing such safe and convenient inspections and tests as may be required by Owner's
AHCDD. Owner's AHCDD may charge to the Contractor any additional cost of inspection or test when work
is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes re-
inspection or retest necessary. Owner's AHCDD shall perform all inspections and tests in a manner that will
not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described
in the contract.
F. Owner's AHCDD and the Architect may conduct routine inspections of the construction site ona daily basis.
G. The Contractor shall, without charge, replace or correct work found by Owner's AHCDD or the Architect not
to conform to contract requirements, unless Owner's AHCDD decides that it is in their interest or that of the
Grant Recipient to accept the work with an appropriate adjustment in contract price. The Contractor shall
promptly segregate and remove rejected material from the premises.
H. If the Contractor does not promptly replace or correct rejected work, Owner's AHCDD may:
(1.) by contract or otherwise, replace or correct the work and charge the cost to the Contractor;
(2.) terminate for default the Contractor's right to proceed.
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
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AHCDD Form 402
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
COSG #07037
Project #:
E. If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of
notice, AHCDD shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at
the Contractor's expense.
F. With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for work
performed and materials furnished under this contract, the Contractor shall:
(1.) obtain all warranties that would be given in normal commercial practice;
(2.) require all warranties to be executed in writing, for the benefit of the Grant Recipient; and,
(3.) enforce all warranties for the benefit of the Grant Recipient.
G. In the event the Contractor's warranty under this clause has expired, the Grant Recipient may bring suit at its
own expense to enforce a subcontractor, manufacturer, or supplier warranty.
H. Unless a defect is caused by the negligence of the Contractor or subcontractor at any tier, the Contractor
shall not be liable for the repair of any defective material furnished by the Grant Recipient, nor for the repair
of any damage that results from any defect in Grant Recipient furnished material.
I. Notwithstanding any provisions herein to the contrary, the establishment of the time periods in paragraphs A
and C above relate only to the specific obligation of the Contractor to correct the work, and have no
relationship to the time within which his obligation to comply with the contract may be sought to be enforced,
nor to the time within which proceedings may be commenced to establish the Contractor's liability with
respect to its obligation other than specifically to correct the work.
J. This warranty shall not limit the Grant Recipient's rights under the "Inspection and Acceptance of
Construction" clause of this contract with respect to latent defects, gross mistakes or fraud.
/19. Prohibition Against Liens.
The Contractor is prohibited from placing a lien on the property of AHCDD or the City of Augusta, or it's officers or
agents. This prohibition shall apply to all subcontractors at any tier and all material suppliers.
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AHCDD Form 402
(Rev, 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
COSG #07037
F. Except as otherwise provided in State law, AHCDD shall retain ten (10) percent of the amount of progress
payments until completion and acceptance of all work under the contract; except, that if upon completion of
50 percent of the work, AHCDD, after consulting with the Architect, determines that the Contractor's
performance and progress are satisfactory, AHCDD may make the remaining payments in full for the work
subsequently completed. If AHCDD and the Architect subsequently determine that the Contractor's
performance and progress are unsatisfactory, AHCDD shall reinstate the ten (10) percent retainage until
such time as AHCDD and the Architect determine that performance and progress are satisfactory,
G. AHCDD may authorize material delivered on the site and preparatory work already completed to be taken
into consideration when computing progress payments. Material delivered to the Contractor at locations
other than the site may also be taken into consideration if the Contractor furnishes satisfactory evidence that:
I
(1.) it has acquired title to such material;
(2.) the material is properly stored in a bonded warehouse, storage yard, or similar suitable place as may
be approved by AHCDD;
(3.) the material is insured to cover its full value; and
(4.) the material will be used to perform this contract.
H.
Before any progress payment that includes delivered material is made, the Contractor shall furnish such
documentation as AHCDD may require assuring the protection of the Grant Recipient's interest in such
materials. The Contractor shall remain responsible for such stored material notwithstanding the transfer of
title to the Grant Recipient.
I. All material and work covered by progress payments made shall, at the time of payment become the sole
property of the Grant Recipient, but this shall not be construed as:
(1.) relieving the Contractor from the sole responsibility for all material and work upon which payments
have been made or the restoration of any damaged work; or,
(2.) waiving the right of the Grant Recipient to require the fulfillment of all of the terms of the contract.
J. In the event the Contractor's work has been damaged by other contractors or persons other than employees
of AHCDD, the Architect, or the Grant Recipient in the course of their employment, the Contractor shall
restore such damaged work without cost to AHCDD or the Grant Recipient and seek redress for its damage
only from those who directly caused it.
K. AHCDD shall make the final payment due the Contractor under this contract after:
(1.) completion and final acceptance of all work; and
(2.) presentation of release of all claims against AHCDD or the Grant Recipient arising by virtue of this
contract, other than claims, in stated amounts, that the Contractor has specifically excepted from the
operation of the release. Each such exception shall embrace no more than one claim, the basis and
scope of which shall be clearly defined.
L. The amounts for such excepted claims shall not be included in the request for final payment. A release may
also be required of the assignee if the Contractor's claim to amounts payable under this contract has been
assigned.
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.
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AHCDD Form 402
(Rev, 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
COSG #07037
Project #:
O.
If any change under this clause causes an increase or decrease in the Contractor's cost or the time required
for the performance of any of the work under this contract, whether or not changed by any such order,
AHCDD shall make an equitable adjustment and modify the contract in writing. However, except for an
adjustment based on defective specifications, no proposal for any change under paragraph B above shall be
allowed for any costs incurred more than 20 days (5 days for oral orders) before the Contractor gives written
notice as required. In the case of defective specifications for which AHCDD or the Architect is responsible,
the equitable adjustment shall include any increased cost reasonably incurred by the Contractor in
attempting to comply with the defective specifications.
The Contractor must assert its right to an adjustment under this clause within 30 days after:
(1.) receipt of a written change order under paragraph A of this clause; or
(2.) the furnishing of a written notice under paragraph B of this clause, by submitting a written statement
describing the general nature and the amount of the proposal.
If the facts justify it, AHCDD may extend the period for submission. The proposal may be included in the
notice required under paragraph B above. No proposal by the Contractor for an equitable adjustment shall be
allowed if asserted after final payment under this contract.
The Contractor's written proposal for equitable adjustment shall be submitted in the form of a lump sum
proposal supported with an itemized breakdown of all increases and decreases in the contract in at least the
following details:
(1.) Direct Costs. Materials (list individual items, the quantity and unit cost of each, and the aggregate
cost); Transportation and delivery costs associated with materials; Labor breakdowns by hours or unit
costs (identified with specific work to be performed); Construction equipment exclusively necessary for
the change; Costs of preparation and/or revision to shop drawings resulting from the change; Worker's
Compensation and Public Liability Insurance; Employment taxes under FICA and FUTA; and, Bond
Costs - when size of change warrants revision.
(2.) Indirect Costs. Indirect costs may include overhead, general and administrative expenses, and fringe
benefits not normally treated as direct costs.
(3.) Profit. The amount of profit shall be negotiated and may vary according to the nature, extent, and
complexity of the work required by the change.
The allowability of the direct and indirect costs shall be determined in accordance with the Contract Cost
Principles and Procedures for Commercial Firms in Part 31 of the Federal Acquisition Regulation (48 CFR 1-
31), as implemented by H UD Handbook 2210.18, in effect on the date of this contract. The Contractor shall
not be allowed a profit on the profit received by any subcontractor. Equitable adjustments for deleted work
shall include a credit for profit and may include a credit for indirect costs. On proposals covering both
increases and decreases in the amount of the contract, the application of indirect costs and profit shall be on
the net-change in direct costs for the Contractor or subcontractor performing the work.
The Contractor shall include in the proposal its request for time extension (if any), and shall include sufficient
information and dates to demonstrate whether and to what extent the change will delay the completion of the
contract in its entirety.
AHCDD shall act on proposals within 30 days after their receipt, or notify the Contractor of the date when I
such action will be taken.
Failure to reach an agreement on any proposal shall be a dispute under the clause entitled "Disputes"
herein. Nothing in this clause, however, shall excuse the Contractor from proceeding with the contract as
changed.
Except in an emergency endangering life or property, no change shall be made by the Contractor without a
prior order from AHCDD.
E.
F.
G.
H.
I.
J.
K.
L.
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AHCDD Form 402
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
CDBG #07037
E. AHCDD's decision shall be final unless the Contractor:
(1.) appeals in writing to the AHCDD Director in accordance with AHCDD's policies and procedures;
(2.) refers the appeal to the County Administrator for independent mediation or arbitration in accordance
with AHCDD's policies and procedures; or
(3.) files suit in the Superior Court of Richmond County, Georgia. The Contractor, by executing this
agreement, specifically consents to venue in Richmond County and waives any right to contest the
venue in the Superior Court of Richmond County, Georgia.
F. Such appeal must be made within 14 days after receipt of AHCDD's decision.
G. The Contractor shall proceed diligently with performance of this contract, pending final resolution of any
request for relief, claim, appeal, or action arising under or relating to the contract, and comply with any
decision of AHCDD.
I 8.
Default.
A. AHCDD may declare the Contractor in default by written notice thereof to the Contractor, and terminate the
whole or any part of this Contract for any of the following reasons:
(1.) Failure to begin work within the time specified in the Contract or as otherwise specified;
(2.) Failure to perform the work with sufficient labor, equipment, or material to insure the completion of the
specified work in accordance with the Contract terms;
(3.) Unsatisfactory performance of the work;
(4.) Failure or refusal to remove material, or remove and replace any work rejected as defective or
unsatisfactory;
(5.) Discontinuance of work without approval;
(6.) Failure to resume work, which has been discontinued, within a reasonable time after notice to do so;
(7.) Insolvency or bankruptcy;
(8.) Assignment made for the benefit of creditors;
(9.) Failure or refusal within 10 days after payment by AHCDD or upon written notice by AHCDD, to make
payment or show cause why payment should not be made, of any amounts due for materials
furnished, labor performed, equipment rentals, or utility services rendered;
(10.) Failure to protect, to repair, or to make good any damage or injury to property; or
(11.) Breach of any provision of this Contract.
B. In the event that AHCDD terminates this Contract in whole or in part as provided in Subparagraph A above,
AHCDD may procure, upon such terms and in such manner as it determines, services similar or identical to
those so terminated, and the Contractor shall be liable to AHCDD for any reasonable excess costs for such
similar or identical services included within the terminated part of the Contract.
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AHCDD Form 402
(Rev, 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
CDBG #07037
Project #:
9. Liquidated Damages.
A.
If the Contractor fails to complete the work within the time specified in the contract, or any extension, as
specified in the clause entitled "Default" of this contract, the Contractor shall pay to the Owner, as liquidated
damages, the sum of $100.00 for each day of delay, If different completion dates are specified in the contract
for separate parts or stages of the work, the amount of liquidated damages shall be assessed on those parts
or stages which are delayed. To the extent that the Contractor's delay or nonperformance is excused under
another clause in this contract, liquidated damages shall not be due the Grant Recipient. The Contractor
remains liable for damages caused other than by delay,
B.
If AHCDD terminates the Contractor's right to proceed, the resulting damage will consist of liquidated
damages until such reasonable time as may be required for final completion of the work together with any
increased costs occasioned AHCDD in completing the work.
110.
C. If AHCDD does not terminate the Contractor's right to proceed, the resulting damage will consist of liquidated
damages until the work is completed or accepted.
Termination for Convenience.
A.
AHCDD may terminate this contract in whole, or in part, whenever AHCDD determines that such termination
is in the best interest of AHCDD and the Grant Recipient. Any such termination shall be effected by delivery
to the Contractor of a Notice of Termination specifying the extent to which the performance of the work under
the contract is terminated, and the date upon which such termination becomes effective.
B.
If the performance of the work is terminated, either in whole or in part, AHCDD and the Grant Recipient shall
be liable to the Contractor for reasonable and proper costs resulting from such termination upon the receipt
by AHCDD of a properly presented claim setting out in detail:
(1.) the total cost of the work performed to date of termination less the total amount of contract payments
made to the Contractor;
(2.) the cost (including reasonable profit) of settling and paying claims under subcontracts and material
orders for work performed and materials and supplies delivered to the site, payment for which has not
been made by AHCDD to the Contractor or by the Contractor to the subcontractor or supplier;
(3.) the cost of preserving and protecting the work already performed until the Grant Recipient or assignee
takes possession thereof or assumes responsibility therefor;
(4.) the actual or estimated cost of legal and accounting services reasonably necessary to prepare and
present the termination claim to AHCDD; and
(5.) an amount constituting a reasonable profit on the value of the work performed by the Contractor.
C. AHCDD will act on the Contractor's claim within 60 days of receipt of the Contractor's claim.
D.
Any disputes with regard to this clause are expressly made subject to the provisions of the "Disputes"
clause of this contract.
111.
Assignment of Contract.
A. Subject to the terms and conditions of this Contract, this Contract shall be binding upon the parties and their
respective successors and assigns.
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.
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I AHCDD Form 402
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
CDBG #07037
.
C.
Prior to signing of the Construction Contract, the Contractor must furnish a Performance Bond and Labor and
Material Payment Bond covering the faithful performance of the Contract and the payment of all obligations
arising thereunder, issued at 100% of the Contract Amount for all coverages. The Performance Bond and the
Labor and Material Payment Bond may be in one, or may be in separate instruments, in accordance with
loca/law.
D. The Contractor shall furnish copies of all insurance certificates to AHCDD before commencing with the work,
showing evidence of coverage and naming as additional insured to the policies the Grant Recipient, including
their respective Commissioners, Board Members, Officers, Agents and Employees, individually and
collectively. The contractor shall not be allowed to commence work until the required certificates are provided
to AHCDD. Additionally, should the insurance become ineffective or lapse during construction, AHCDD shall
require the contractor to cease work until such time as the contractor submits proof of insurance in
compliance with the requirements of this contract. If such suspension of work is necessary, the contractor
shall not be entitled to addition time to complete the work.
E. All insurance shall be carried with companies that are financially responsible and admitted to do business in
the State of Georgia. If any such insurance is due to expire during the construction period, the Contractor
(including subcontractors, as applicable) shall not permit the coverage to lapse and shall furnish evidence of
coverage to AHCDD. All certificates of insurance, as evidence of coverage, shall provide that no coverage
may be canceled or non-renewed by the insurance company until at least 30 days prior written notice has
been given to AHCDD.
/13.
Subcontracts.
A. Definitions. As used in this contract
(1.) "Subcontract" means any contract, purchase order, or other purchase agreement, including
modifications and change orders to the foregoing, entered into by a subcontractor to furnish supplies,
materials, equipment, and services for the performance of the prime contract or a subcontract.
(2.) "Subcontractor" means any supplier, vendor, or firm that furnishes supplies, materials, equipment,
and services for the performance of the prime contract or a subcontract.
B.
No subcontract for assignment of this contract shall be made without the written consent of AHCDD,
C.
The Contractor shall not enter into any subcontract with any subcontractor who has been denied participation
in any AHCDD or HUD program or who has been suspended or debarred from participating in contracting
programs by the City of Augusta, AHCDD, HUD, or any other agency of the United States Government or of
the State of Georgia.
D.
The Contractor shall be fully responsible for the acts or omissions of its subcontractors, and of persons either
directly or indirectly employed by them as for the acts or omissions of persons directly employed by the
Contractor.
E.
The Contractor shall insert appropriate clauses in all subcontracts to bind subcontractors to the terms and
conditions of this contract insofar as they are applicable to the work of subcontractors.
F.
Nothing contained in this contract shall create any contractual relationship between any subcontractor and
AHCDD or between any subcontractor and the Grant Recipient.
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AHCDD Form 402
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
COBG #07037
Project #:
O. The Contractor shall send, to each labor union or representative of workers with which it has a collective
bargaining agreement or other contract or understanding, the notice to be provided by AHCDD advising the
labor union or workers' representative of the Contractor's commitments under this clause, and post copies of
the notice in conspicuous places available to employees and applicants for employment.
The Contractor shall comply with Executive Order 11246, as amended, and the rules, regulations, and orders
of the Secretary of Labor.
E.
F.
The Contractor shall furnish all information and reports required by Executive Order 11246, as amended,
Section 503 of the Rehabilitation Act of 1973, as amended, and by rules, regulations, and orders of the
Secretary of Labor, or pursuant thereto. The Contractor shall permit access to its books, records, and
accounts by the Secretary of Labor for purposes of investigation to ascertain compliance with such rules,
regulations, and orders.
G.
In the event of a determination that the Contractor is not in compliance with this clause or any rule,
regulation, or order of the Secretary of Labor, this contract may be canceled, terminated, or suspended in
whole or in part, and the Contractor may be declared ineligible for further Government contracts, or Federally
assisted construction contracts under the procedures authorized in Executive Order 11246, as amended. In
addition, sanctions may be imposed and remedies invoked against the Contractor as provided in Executive
Order 11246, as amended, the rules, regulations, and orders of the Secretary of Labor, or as otherwise
provided by law.
H.
The Contractor shall include the terms and conditions of this clause in every subcontract or purchase order
unless exempted by the rules, regulations, or orders of the Secretary of Labor issued under Executive Order
11246, as amended, so that these terms and conditions will be binding upon each subcontractor or vendor.
The Contractor shall take such action with respect to any subcontract or purchase order as the Secretary of
Housing and Urban Development or the Secretary of Labor may direct as a means of enforcing such
provisions, including sanctions for noncompliance; provided that if the Contractor becomes involved in, or is
threatened with, litigation with a subcontractor or vendor as a result of such direction, the Contractor may
request the United States to enter into the litigation to protect the interests of the United States.
16.
I
Employment, Training, and Contracting Opportunities for Low-Income Persons, Section 3 of the Housing
and Urban Development Act of 1968.
A. 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, as amended, 12 U.S.C. 1701u (section 3). The purpose of section 3 is to
ensure that employment and other economic opportunities generated by HUD assistance or 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.
B.
The parties to this contract agree to comply with HUD regulations in 24 CFR part 135, which implement
section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are
under no contractual or other impediment that would prevent them from complying with the part 135
regulations.
C.
The contractor agrees to send to each labor organization or representative of workers with which the
contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor
organization or workers representative of the contractors commitments under this section 3 clause, and will
post copies of the notice in conspicuous places at the work site where both employees and applicants for
training and employment positions can see the notice. The notice shall describe the section 3 preference,
shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training
positions, the qualifications for each; and the name and location of the person(s) taking applications for each
of the positions; and the anticipated date the work shall begin.
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AHCDD Form 402
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
CDBG #07037
Project #:
Royalties and Patents.
The Contractor shall pay all royalties and license fees. It shall defend all suits or claims for infringement of any
patent rights and shall save AHCDD and the Grant Recipient harmless from loss on account thereof; except that
AHCDD, the Architect, and the Grant Recipient shall be responsible for all such loss when a particular design,
process or the product of a particular manufacturer or manufacturers is specified and the Contractor has no reason
to believe that the specified design, process, or product is an infringement. If, however, the Contractor has reason
to believe that any design, process or product specified is an infringement of a patent, the Contractor shall promptly
notify AHCDD. Failure to give such notice shall make the Contractor responsible for resultant loss.
Examination and Retention of Contractor's Records.
A. AHCDD, HUD, or the Comptroller General of the United States, or any of their duly authorized
representatives shall, until 3 years after final payment under this contract, have access to and the right to
examine any of the Contractor's directly pertinent books, documents, papers, or other records involving
transactions related to this contract for the purpose of making audit, examination, excerpts, and
transcriptions.
B.
The Contractor agrees to include in first-tier subcontracts under this contract a clause substantially the same
as paragraph (a) above. "Subcontract," as used in this clause, excludes purchase orders not exceeding
$10,000. I
C.
The periods of access and examination in paragraphs A and B above for records relating to (1) appeals
under the "Disputes" clause of this contract, (2) litigation or settlement of claims arising from the
performance of this contract, or (3) costs and expenses of this contract to which AHCDD, HUD, or
Comptroller General or any of their duly authorized representatives has taken exception shall continue until
disposition of such appeals, litigation, claims, or exceptions,
Labor Standards - Davis-Bacon and Related Acts.
If the total amount of this contract exceeds $2,000, the Federal labor standards set forth in the clause below shall
apply to the construction work to be performed under the contract, except if the construction work has been
determined to be "Non-routine Maintenance" subject to the terms of that clause of this contract.
Minimum Wages.
A. All laborers and mechanics employed or working upon the site of the work (or, under the United States
Housing Act of 1937 or under the Housing Act of 1949, in the construction or development of the project) will
be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on
any account (except such payroll deductions as are permitted by regulations issued by the Secretary of
Labor under the Copeland Act (29 CFR Part 3)), the full amount of wages and bona fide fringe benefits (or
cash equivalents thereof) due at time of payment computed at rates not less than those contained in the
wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardiess of
any contractual relationship which may be alleged to exist between the Contractor and such laborers and
mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section
1 (b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such
laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(1 )(iv); also, regular contributions made or
costs incurred for more than a weekly period (but not less often than quarterly) under plans,funds, or
programs, which cover the regular weekly period, are deemed to be constructively made or incurred during
such weekly period. Such laborers and mechanics shall be paid not less than the appropriate wage rate and
fringe benefits in the wage determination for the classification of work actually performed, without regard to
skill, except as provided in 29 CFR Part 5.5(a)(4). Laborers or mechanics performing work in more than one
classification may be compensated at the rate specified for each classification for the time actually worked
Page 402-29
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AHCDD Form 402
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
CDBG #07037
so much of the accrued payments or advances as may be considered necessary to pay laborers and
mechanics, including apprentices, trainees, and helpers, employed by the Contractor or any subcontractor
the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic,
including any apprentice, trainee, or helper, employed or working on the site of the work (or, under the United
States Housing Act of 1937 or under the Housing Act of 1949, in the construction or development of the
project), all or part of the wages required by the contract, HUD or its designee may, after written notice to the
Contractor, take such action as necessary to cause the suspension of any further payment, advance: or
guarantee of funds until such violations have ceased. HUD or its designee may, after written notice to the
Contractor, disburse such amounts withheld for and on account of the Contractor or subcontractor to the
respective employees to whom they are due. The Comptroller General shall make such disbursements in the
case of direct Davis-Bacon Act contracts.
124.
Payrolls and basic records.
A. Payrolls and basic records relating thereto shall be maintained by the Contractor during the course of the
work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of
the work (or, under the United States Housing Act of 1937 or under the Housing Act of 1949, in the
construction or development of the project). Such records shall contain the name, address, and social
security number of each such worker, his or her correct classification, hourly rates of wages paid (including
rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the
types described in section 1 (b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked,
deductions made, and actual wages paid. Whenever the Secretary of Labor has found, under 29 CFR
5.5(a)(1 )(iv), that the wages of any laboreror mechanic include the amount of costs reasonably anticipated in
providing benefits under a plan or program described in section 1 (b)(2)(B) of the Davis-Bacon Act, the
Contractor shall maintain records which show that the commitment to provide such benefits is enforceable,
that the plan or program is financially responsible, and that the plan or program has been communicated in
writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost
incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs
shall maintain written evidence of the registration of apprenticeship programs and certification of trainee
programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the
applicable programs.
B. The Contractor shall submit weekly for each week in which any contract work is performed a copy of all
payrolls to AHCDD for transmission to HUD or its designee. The payrolls submitted shall set out accurately
and completely all of the information required to be maintained under subparagraph C (1) of this clause. This
information may be submitted in any form desired, Optional Form WH-347 (Federal Stock Number 029-005-
00014-1) is available for this purpose and may be purchased from the Superintendent of Documents, U.S,
Government Printing Office, Washington, DC 20402. The prime Contractor is responsible for the submission
of copies of payrolls by all subcontractors.
C. Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the Contractor or
subcontractor or his or her agent who pays or supervises the payment of the persons employed under the
contract and shall certify the following:
(1.) That the payroll for the payroll period contains the information required to be maintained under
paragraph C of this clause and that such information is correct and complete;
(2.) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the
contract during the payroll period has been paid the full weekly wages earned, without rebate, either
directly or indirectly, and that no deductions have been made either directly or indirectly from the full
wages earned, other than permissible deductions as set forth in 29 CFR Part 3; and
(3.) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe
benefits or cash equivalents for the classification of work performed, as specified in the applicable
wage determination incorporated into the contract.
Page 402-31
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AHCDD Form 402
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
COSG #07037
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125.
126.
Project #:
determines that there is an apprenticeship program associated with the corresponding journeyman wage rate
in the wage determination which provides for less than full fringe benefits for apprentices. Any employee
listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the
Employment and Training Administration shall be paid not less than the applicable wage rate in the wage
determination for the classification of work actually performed. In addition, any trainee 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 in the wage determination for the work actually performed. In the event the Employment
and Training Administration withdraws approval of a training program, the Contractor will no longer be
permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an
acceptable program is approved.
I. Equal employment opportunity. The utilization of apprentices, trainees, and journeymen under this clause
shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as
amended, and 29 CFR Part 30.
J. Compliance with Copeland Act requirements, The Contractor shall comply with the requirements of 29 CFR
Part 3, which are hereby incorporated by reference in this contract.
K. Contract termination; debarment. A breach of this contract clause may be grounds for termination of the
contract and for debarment as a Contractor and a subcontractor as provided in 29 CFR 5.12.
L. Compliance with Davis-Bacon and related Act requirements. All rulings and interpretations of the Davis-
Bacon and related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this
contract.
M. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this cia use
shall not be subject to the general dispute clause of this contract. Such disputes shall be resolved in
accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes
within the meaning of this clause include disputes between the Contractor (and any of its subcontractors)
and AHCDD, HUD, the U.S. Department of Labor, or the employees or their representatives.
Certification of eligibility.
A. By entering into this contract, the Contractor certifies that neither it (nor he or she) nor any person or firm
who has an interest in the Contractor'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 this contract 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.
Contract Work Hours and Safety Standards Act.
As used in this paragraph, the terms "laborers" and "mechanics" include watchmen and guards,
A. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which
may require or involve the employment of laborers or mechanics, including watchmen and guards, shall
require or permit any such laborer or mechanic in any workweek in which the individual is employed on such
work to work in excess of 40 hours in such workweek unless such laborer or mechanic receives
compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in
excess of 40 hours in such workweek.
B. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the provisions
set forth in subparagraph J (1) of this clause, the Contractor and any subcontractor responsible therefor shall
be liable for the unpaid wages. In addition, such Contractor and subcontractor shall be liable to the United
States (in the case of work done under contract for the District of Columbia or a territory, to such District or to
Page 402-33
AHCDD Form 403
(Rev, 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
SUPPLEMENTAL CONDITIONS
Project #:
CDBG #07037
1. Architect: Architectural and Engineering services for this project will be provided by:
2KM Architects. Inc.
2275 WriQhtsboro Road
AUQusta, GA 30904
2. 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.
3. 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.
4. 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 #:
COBG #07037
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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AHCDD Form 404
(Rev, 10/06)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
ADDITIONAL SUPPLEMENTAL CONDITIONS
Project #:
'I' COBG #07037
· SECTION 3 COMPLIANCE:
1. 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. 1701 u) (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.
2. Employment Opportunities Generated By Section 3 Covered Assistance.
I
All employment opportunities generated by the expenditure of Section 3 covered public and Indian
housing assistance (i.e., 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:
A. Section 3 resident means:
(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 not exceed 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 Section 3(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
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AHCDD Form 404
(Rev, 10106)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
ADDITIONAL SUPPLEMENTAL CONDITIONS
Project #:
COSG #07037
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
E. Documenting actions taken to comply with the requirements of this part, the results of actions
taken and impediments, if any.
5. Employment and Contracting with Residents, Resident-owned Businesses, Small and
I Other Businesses.
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).
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(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 HQUSING & .cOMMUNITY
DEVELOPMENT DEPARTMENT
ADDITIONAL SUPPLEMENTAL CONDITIONS
CDSG #07037
Project #:
(5) Owner's AHCDD awards the contract totherhostad~~~tab~~bJs"bidder, consistent with
the evaluation factors stated inthesolicitation, Provld~d':~n~t~~';~':'dtc'~:.does not exceed the
independent cost estimate and the price that would,'nb'!" ;t)'epaid for comparable
supplies,' servIces, or construction in the projectarea: . ',,"<:'.'k~/" . .
~ '... :.::::.' ".:, j..-,:;';.-<'.~
(6) Owner's AHCDD documents the procurement file and 'complies with all other applicable
procurement requirements of 24 CFR 85.36 or24 CFR ,905.
17.
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.
la.
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.)
.1. 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.
I 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;tbe'm'axill1um total contract price established in the contracting party's budget for
the spec:it'icproject 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:
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AHCDD Form 404
(Rev. 10106)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
ADDITIONAL SUPPLEMENTAL CONDITIONS
Project #:
COSG #07037
In accordance with O.C.G.A. 13-10-91, the requirements of the law apply to public employers, their
I contractors and subcontractors, as follows: . "
1. On or after July 1, 2007, to public employers, contractors, or subcontractors of 500 or more
employees;
I 2. On or after July 1, 2008, to public employers, contractors, or subcontractors of 100 or more
employees; and
I 3. On or after July 1, 2009, to all other public employers, their contractors, or subcontractors.
I Definitions:
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 (/RCA), P.L.
99-603.
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.
d. "Georgia Security and Immigration Compliance Act" of 2006 - Senate Bill 529 of the
2006 Georgia General Assembly, enacted as Act 457.
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Page 404-7
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AHCDD Form 406
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONTRACTOR REPORTING REQUIREMENTS
Project #:
CDBG #07037
, There are a variety of information submittals, form processing and report generation efforts required
I 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
copies of reporting and documentation forms from the Owner's Augusta Housing & Community
I Development Department (AHCDD) during the bidding process by calling the AHCDD office at (706j
821-1797. Owner's AHCDD reserves the right to revise the reporting and documentation
requirements at any time.
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11.
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 ineligible for award. Owner's'
AHCDD may then either award the contract to the next lowest responsible bidder or solicit new
bids. Owner's AHCDD may retain the ineligible bidder's bid guarantee.
12.
Pre-construction Conference. Prior to the award of a contract under this solicitation and prior to
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
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
be executed within 3 days following the completion of the Pre-construction Conference.
3. Certificates of Insurance.
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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 #:
CDSG #07037
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 under this 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.
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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
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7.
C. Superintendent's Education
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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 accompany each Pay Request.
Page 406-3
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AHCDD Form 406
(Rev, 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONTRACTOR REPORTING REQUIREMENTS
CDBG #07037
Project #:
! 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.
18.
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 (i.e., 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.
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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
COSG #07037
Project #:
10. 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 of the construction project for which the
material or product is intended to be used.
C. Certificates shall be submitted in triplicate, describing each sample submitted for approval and I
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.
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11. 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.
Page 406-7
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NOTICE TO PROCEED
TO: Blount's Complete Home Services, Inc.
2907C Tobacco Road
Hephzibah, GA 30815
PROJECT #: CDBG #07037
PROJECT DESCRIPTION:
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
MACH Academy Improvements for Fleming Tennis Center
1850 Chester Avenue
Augusta, GA 30906
You are hereby notified to commence work in accordance with the Agreement dated
February 14, 2008, on or before Mondav, April 7, 2008, and you are to complete the
work within 180 days consecutive calendar days thereafter. The date of completion of all
work is therefore October 6, 2008.
BY~~
Chester A. Wheeler, III
Director
ACCEPTANCE OF NOTICE:
2KM Architects,
~pr 15 08 12:33p
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Inc.
706 736
7100 p.2
01- bB.lP ~~
~~__JLJsl,0~ - - ..... '
e
e
BLOUNTS COMPLETE HOME SERVICES, INC.
Jimmy BIa\Jf1{
CEO
2907-C Tobacco Road
Heptulboh, GA 30815
P'>Or>e (706) '~3-00W
fax (l06) 793,2~(J6
Em..i/; t>hQ!1l'=S<:fYi~t'~ill~
EXTENSION REQUEST
MACH Academy
1850 Chester Avenue
Augusta. Georgia 30906-2527
This is to serve as a written request for project completion date extension for the project at M-ilCh Academv..
,BlSQ f;hMOter Avenue, Augusta, GA_ ~.9.99-~2527 .The project is amently delayed due to failu~ of plnns and
permits beAng approved before the origins I projected date of exmstruction, 7 April 2008. The new date for
construction beginning is 21 April 2008_ Due to these delays, the estimated date of completion should be
moved two weeks from the original date of completion. The new estimated date of completion is now 20
October 2008.
Respectfully,
omplete Home Services
~r~ ~J{aJ!/l
r( /;'1 ~8
I'~\
Z'd
dO~; to 80 'J L .Idl1
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Project No:
2KM # 07-08.6
CDBG# 07037
Date: March 28. 2008
Time: 3:00 P.M.'
Location: AHCDD Conference Room
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PRECONSTRUCTION CONFERENCE AGENDA
MACH ACADEMY IMPROVEMENTS
FOR
FLEMING TENNIS CENTER
1850 CHESTER A VENUE
AUGUSTA, GEORGIA
2KM# 07-08.6
Project Title:
Contractor:
Mach Academy Improvements for Fleming Tennis Center
Blount's Complete home Services
/0 l~ /~gI
f f
180 Days
Notice to Proceed Date: r (7/1J ~
Completion Date:
Contract Time:
1. Introduce members:
a. Members of Owner's Team:
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b.
1) AHCDD: ph. (706) 821-1797, fx. (706) 821-1784
a) Rosa WhiteNicki JohnsonlBelinda Brown
b) Tom Loughran. Inspector
2) MACH Academy
a) Mike Harden ph. (706) 796-5046
b) Betty Jones
Members of AlE firm who will be designated contacts:
1) 2KM Architects, Inc.: ph. (706)m736-3333, fx. (706) 736-7100
a) Rob Mauldin mail(a)2kmarchitects.com
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b)
c)
Chris Lehi
cl ehi.2 kmarchitects@comcast.net
Trudv Humphries
trudYh@2kmarchitects.com
2. Basic Requirements to Contractor:
a.
Project Manager:
Jimmv Blount
I)
2)
Mobile Number:
Fax Number:
(706) 726-0433
(706) 793-9083
. a2km ,
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TH G \2007 ProJects\07-08 Augusta HCDD\07-08 6 MACH Academv\ADMfNISTRATION\(CA) Construction AdnumstratlOn\(PRE) Pre-Constructlon\Pre Const Agenda 07-08 6 doc ,/ ",' \,
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5. Contractor Identification/Parking:
r a. Obtain photo identification. All workers to have valid photo ID at all times while ~
on site.
c. Facility to remain operational at all times.
'"0000; ".=m4 ^,.O","~~"M^m ~-"^"M."'Mno""c~'c=~_M__'_~'" ~c~_"_~C_''''_o;~.~ ,.::m<
.. 1,:'1"
. ARC "ilTfers
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3.
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. 4.
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PRECONSTRUCTION CONFERENCE AGENDA
MACH ACADEMY IMPROVEMENTS
FOR
FLEMING TENNIS CENTER
1850 CHESTER AVENUE
AUGUSTA, GEORGIA
2KM# 07-08.6
b.
3) E-mail:
Superintendent's Name:
iblounthomes@aol.com
SI1\MLf ~\int-
Submittals:
Contractor to submit 6 copies to the Architect for approval:
a. "Progress Schedule"
I. Detailed Construction Progress Schedule (Bar chart with percent
completion target).
"Schedule of Values" cost breakdown (detailed).
b.
I.
No lump sums permitted except bonds, insurance and clean-up.
2. Subcontractors to submit detailed cost breakdowns to Contractor.
3. Use correct format.
c.
No payments can be made until items "a" and "b" are submitted, reviewed and
approved.
Shop Drawings:
a. Contractor to check before submitting, review for compliance, stamp, sign and
date. '"M.u~-\-"-lt\tt! \~~~.v (2f!"lA~ f\.Itl> St",:\"r"\-.
I.
Provide transmittal with detailed description and specification sections.
b. Identify project name, number, date and relevant specification section.
c.
Only specified items or items approved via Addenda or approved Change Order
be submitted.
G.C. to document and submit Safety Provisions.
1. Info only AlE will not review.
2. Retain on Site.
Pro~~ct close-out per Division I.
-P~ri:l~~ tLvSEOdi DbCUtne-rV'T-S "EeF6I2E ii/lIE
d;
e.
b.
Contractor to control parking and authorized site access.
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PRECONSTRUCTION CONFERENCE AGENDA
MACH ACADEMY IMPROVEMENTS
FOR
FLEMING TENNIS CENTER
1850 CHESTER AVENUE
AUGUSTA, GEORGIA
2KM# 07-08.6
d. Provide safety barricades/orange netting to protect hazard areas.
6.
Storage of Materials:
Arrange area, per Contractor's needs.
Only items stored in arranged and secured areas on site will be paid for on Pay
Application.
c. Coordinate with Facility operations.
a.
b.
7.
Trash Disposal/Upkeep of Project Area:
a.
Project area to be kept clean and unobstructed.
Trash to be removed daily by contractor in his own trucks or disposed in his own
dumpsters.
b.
8.
Interruption of Utilities:
a. Schedule off-hours and notifY Facility Staff 48 hours in advance.
b.
Sequence for continued occupancy and use of facility.
Coordinate with utility provider.
c.
9.
Fire Protection:
a. Maintain fire control and F.E.'s on site at all times within 5' of work.
10.
Inspections:
a.
AHCDD - Will visit site weekly.
2KM/Engineers/Inspections Department - Call 24 hours prior to covering work.
I ) Footings.
2) Walls/cavities.
3) Above ceilings.
b.
4)
5)
Mechanical/Plumbing/Electrical.
100% Review - All Inspectors and Building and Inspection Department.
c. Fire Marshall: 'EJ2km' ..
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111 G:\2007 Projects\07-08 Augusta HCDD\07-08.6 MACH Academy\ADMINISTRA110N\(CA) Construction Administration\(PREl Pre-Construction\Pre Const Agenda 07-08.6.doc:" ',.' ....
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^RCHlTECTS
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PRECONSTRUCTION CONFERENCE AGENDA
MACH ACADEMY IMPROVEMENTS
FOR
FLEMING TENNIS CENTER
1850 CHESTER A VENUE
AUGUSTA, GEORGIA
- 2KM# 07-08.6
1) 80% inspection - fire walls, dampers, etc.
a) Have firestop system binder:
(1) Detail/installation instructions.
(2) System components: rated drywall, eMU firestopping,
etc.
, F)2km ,
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TH G:\2007 Projects\07-08 Augusta HCDD\07.08.6 MACH Academy\ADMINJSTRATION\(CA) Construction Adnumstration\(PRE) Pre.Construction\Pre Const Agenda 07-08.6.doc ,/ '..' \,
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. ARCHIH:c:n
MEETING NOTES
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2275 WRIGHTSBORO ROAD
AUGUSTA. GEORGIA 3(9)4
Project Name:
MACH Academy Improvements for Fleming
Tennis Center
AHCDD Conference Room
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Meeting Location:
Purpose:
Pre-Construction Conference
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FIRM
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NAME..
See attached Sign-In Jog
. See attached Agenda.
Project No.:
2KM # 07-08.6
Date:
March 28, 2008
Time:
3:00 p.m.
.PHONENO.
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Item.....
1. Rob introduced all parties. AHCDD reviewed the following:
a. Contractor: B]ount's Complete Home Services, Jimmy Blount
b. Notice to Proceed: Apri] 7, 2008
b. Completion Date: October 6, 2008.
c. Contract time: 180 da s.
2. Rob reviewed the Pre-Construction Conference Agenda (attached).
3. Keye]ements:
a. Facility to remain operational throughout construction; minimize
downtime and impact to facilities.
1) Contractor to give User advance notice of work and shut-
downs.
2) E]ectrical Engineer suggests to coordinate time with GA
Power ASAP (GA Power has a long lead time).
3) 2 important tennis events in May and August.
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b. Contractor to coordinate with User for temporary safety barricades.
1) Use orange safety netting (children on site).
c. Parking is limited, Contractor to coordinate with User for parking
area.
d. All workers must have a valid photo J.D. at all times.
e. Site must be kept clean at all times. Contractor to coordinate with
User for location of dumpster.
f. Architect & AHCDD to conduct weekly site inspections (these do
not replace Inspection Department visits).
1) Contractor to notify Architect prior to covering work such as
footings, walls, ceilings, mech./p]umb./elec.
2) Contractor to arran e for 80% and 100% Fire Marshall review.
4. Contractor to visit site and coordinate with Owner to develop Schedule.
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5. AHCDO did not review their Pre-Con information because it had been
reviewed with Contractor the dav before.
6. User to make a copy of the key and give to Contractor. Key is
Contractor's responsibility; if key is lost, Contractor responsible for
chan in all Jocks.
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1) June-Ju]y is busiest time on site
(summer camps). Tennis courts
are open Saturdays, but not
existing building.
3) User to forward information to
Contactor.
b. Contractor to minimize number
of vehicles on-site.
Contractor will forward Schedule to
2KM; 2KM to cc: AHCDD and
Owner.
TH G:\2007 Projec1S\07-08 Augusta HCDD\07.086 MACH Academv\ADMINISTRATION\(CA) Construction Adminislration\(PRE) Pre.Construction\03-28-08 Meeting
Minutes.doc
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I 7. Planning and Zoning was forwarded set before Bid. Contractor to check
status.
8. Meeting was adjourned.
I Please notify the recorder of these mmutes of corrections within 10 days of receipt. -
Meeting minutes approved by: 'Koktzt L. ~, NCARB, AlA
I Principal
cc: AHCDD
Betty Jones
I Blount's Complete Home Services
2KM file wlencL
End: Pre-Construction Agenda
I Sign-in Log
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I TH G:\2007 Projects\07-08 Augusta HCDD\07-08.6 MACH Academy\ADMINISTRATION\(CA) Construction AdmiOlstration\(PRE) Pre-Conslruction\03-28-08 Meeting 2
Minutes.doc
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PRECONSTRUCTlON CONFERENCE AGENDA
MACU.ACADEMYIlI1PROVEMENTS
fQR
FLEMING TENNIS CENTER
lSSO CHESTER AY};l'>-UE
AUGt!ST A. cmOJtGlA
2KM# 117.fl8.6
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ATTENDEES
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BLOUNTS COMPLETE HOME SEVICES, INC.
EQUAL EMPLOYMENT OPPORTUNITY POLICY
1. POLICY STATEMENT
1.1 The principle of equal opportunities is reflected in the Blounts Complete Home Services, Inc, in that: "No
test related to sex, race, color or religious or political belief shall be imposed on any person in order""" to be
consi dered for a position of the staff and/or contracting and subcontracting team member",
1.2 In conformity with the general intention ofBlounts Complete Home Services, Inc, and the requirements of
the law the Blounts Complete Home Services, Inc, has formulated a general policy statement on equal
opponunities as follows: "To become an equal opportunities organization, Blounts Services will promote
equality of opportunity in the recruitment, promotion, appraisal, education, training, development and support
of its staff and otherwise treat them on the basis of their relative merits and abilities, The law requires that no
job applicant, member of staff unjustifiably receive less favorable treatment on the grounds ofrace, color,
nationality or ethnic origins, sex or marital status and disability, In addition, staff is protected from
discrimination on grounds of religion, political belief, socio-economic background, parental status, age (subject
to normal retirement conventions and the minimum age for employment based on the state of Georgia) and
sexual orientation,"
1.3 Blounts Complete Home Services, Inc, will have Equal Opportunities Officers for staff and students who
will have responsibility for promoting, implementing and monitoring the policy throughout Blounts Complete
Home Services, Inc, and for any initial investigation into alleged breaches of the policy.
1.4 Members of the management staff for Blounts Complete Home Service, Inc, will be responsible for
ensuring that the policy is communicated effectively and is being implemented. Blount Services expects the full
co-operation of all its staff in promoting equality of opportunity and each will have personal responsibility for
promoting and implementing the policy at day-to-day level.
1.5 Blounts Complete Home Services, Inc. expects also that the policy will be monitored by each member of
staff and by members of the management staff under the overall coordination of the local office of Equal
Opponunities.
1.6 The policy has the full support of the President, vice president, staff and all members of the subcontractors:
each contractor recognized within Blounts Complete Home Services, Inc. and these bodies will have the right to
draw to the notice any breaches of this policy,
2.IMPLEMENT A TION
2.1Jn order to ensure its effective implementation Blounts Complete Home Services, Inc, Undenakes. through
senior staff members, and/or members of mana!!ement and individual contractor members:
. ~.
(i) Identify a senior member of the staff to have overall responsibility for the Policy.
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BLOUNTS COMPLETE HOME SEVICES, INC.
EQUAL EMPLOYMENT OPPORTUNITY POLICY
3.EQUAL OPPORTUNITIES FOR STAFF
3.1 As an employer Blounts Complete Home Services, Inc. has obligations in law. Senior staff members, too,
play an important part in ensuring that the Blount Services does not breach its statutory obligations.
3.2 The law says that you must:
(i) not discriminate directly against anyone unjustifiably in employment because oftheir sex, because they are
. married or because of their race, color, nationality or ethnic origin, religion, sexual orientation, age or because
of a disability, In addition, staff must not be directly discriminated against because of their part time or fixed
term status. This means that you may not treat a member of stafforjob applicant less favorably than another in
recruitment, training/development opportunities, promotion, redundancy, redeployment, development and
review, job-analysis or any other such job-related activity where the unfavorable treatment can be seen to be
because of the person's attributes, unless justifiable.
(ii) not discriminate indirectly against anyone in employment because of their sex, because they are married or
because of their race, color, nationality or ethnic origin, religion, sexual orientation or age. In addition, staff
must not be indirectly discriminated against because of their part-time or fixed-term status, Indirect
discrimination is where you do something which does not directly discriminate but the consequences of which
exclude or bar such persons from participation in work activities where they would otherwise have been able to
do so. It consists of applying a requirement or condition, which, although applied equally to all persons, is such
that a considerably smaller proportion of a particular racial group or of one sex can comply with it.
(iii) not victimize those who have raised a complaint under equal opportunities legislation.
(iv) Not "positively discriminate" in favor of any of the categories listed above. You may not treat any such
persons less or more favorably than another in job activities, You can, in some circumstances, positively
discriminate for people with disabilities. "Positive action" is, however, allowable. Positive action includes, for
example. wording advertisements to have special appeal to people of a specific sex, race or ethnic group or who
have a disability who can be shown to have been under-represented in that particular work area over the
previous 12 month period. Iiowever, care should be taken not to raise unreasonable hopes of employment by
doing so, Positive action may also consist of providing special training for people ofa specific sex, race or
ethnic group or who have a disability that have been under-represented in a particular work area over the
previous 12 month period, However, positive action is generally not permitted in the actual selection for posts
or promotion, In other words, the selection must be on the basis of the merit of the person concerned,
(v) Not discriminate between men and women in pay and other conditions of service.
3.3 Although Blounts Complete Horne Services, Inc, policy, as a statement of good practice. embraces more
than the basic statutory obligations, these statutory obligations do form a floor of basic rights for all staff and
job applicants.
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I AHCDD Form 411
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I When developing a written affirmative action program, the contractor or subcontractor must realize that the
essence of "affirmative action" is the policy of developing programs which will provide detailed specific steps
guaranteeing equal employment opportunity keyed to the problems and needs of females and minority groups.
I These steps shall develop specific goals and timetables for prompt achievement of full equal employment
opportunity, including when there are deficiencies in female and minority utilization. Affirmative action can be
more clearly understood and effective when contractors strive toward the attainment of specific numerical
I goals for the employment and upgrading of female and minority workers within given time periods. Goals
should be arrived at through analysis of present policies and practices and may provide a means by which
contractors and HUD can judge the results the specific affirmative action steps taken.
II Contractor's affirmative action plan should provide at least the following elements:
II I. Company's Equal Employment Opportunity Policy
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
Instructions for Development of AFFIRMATIVE ACTION
PROGRAM
Project #:
CDBG 07037
REGARDING DEVELOPMENT OF AFFIRMATIVE ACTION PROGRAMS UNDER
EXECUTIVE ORDER 11246
Executive Order 11246, as amended, required that construction contractors on Federally-assisted construction
projects not discriminate in employment because of race, color, religion, sex, or national origin. The Executive
Order further requires that these contractors "take affirmative action to ensure that applicants are employed,
and that employees are treated during employment, without regard to their race, color, religion, sex, or national
origin." An Equal Employment Opportunity Clause embracing these principles of "nondiscrimjnation" and
"affirmative action" are required in every non-exempt federally-assisted construction contract.
The Department of Housing and Urban Development, at 41 CFR, Chapter 60, Part 60-4, has issued rules and
regulation, which set out, for HUD-assisted construction projects, equal employment opportunity requirements.
These requirements provide that the applicant for HUD-assisted construction projects will include, or cause to
be included, the equal employment opportunity clause in all non-exempt construction contracts.
HUD's rules and regulations further require that each construction contractor and subcontractor, on a HUD-
assisted project, comply with Title 41 CFR, Chapter 60, Part 60-4, and develop a written affirmative action
compliance program. The written affirmative action plans of contractors and subcontractors are subject to
review and approval by HUD and shall:
1.
Identify areas of employment, employment policies, and employment practices which require actions by
the contractor or subcontractor to assure equal employment opportunity to all employees without
discrimination because of race, color, religion, sex, or national origin.
2.
Analyze these areas, policies and practices to determine what actions by said contractor or
subcontractor will be most effective in assuring equal employment opportunity; and
3.
Establish a plan when there are deficiencies in minority and female utilization, to include the
development of specific goals and timetables to achieve equal employment opportunity through actions
identified as potentially most effective.
A statement which clearly states the company's policy of nondiscrimination In employment
because of race, color, religion, sex, or national origin.
Page 411-1
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AHCDD Form 411
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
Instructions for Development of AFFIRMATIVE ACTION
PROGRAM
COSG 07037
Project #:
b. Recruiting through schools and universities having substantial proportions of minority and female
students.
c. Maintaining systematic contacts with minority, female, and human relations organization, leaders,
and spokesmen to encourage referral of qualified minority and female applicants.
d. Encourage present employees to refer minority and female applicants.
e. Making it known to all recruitment sources that qualified female and minority members are being
sought for consideration for professional, sub-professional and other office work whenever staff is
needed.
4. Assure non-discriminatory hiring, taking appropriate steps such as:
a. Instructing personally those of the staff who make hiring decisions that minority and female
applicants for all jobs are to be considered without discrimination.
5. Assure that maximum use is made of sub-professional internship and other training to help equalize
opportunity for female and minority persons such as: .
a. Sponsoring and assisting female and minority youths, as well as others, to enter sub-professional
and professional training and making such training available to the maximum extent.
b. Actively encouraging minority and female employees, as well as others, to increase their skills and
job potential through participation in available training and education programs.
6. Assure non-discriminatory placement and promotion
a. Instruct personally those of the staff who make placement and promotion decisions that minority
and female employees are to be considered without discrimination.
b. Encourage the promotion of minority and female employees who have increased their skills and
job potential in accord with the affirmative action policies.
7. Assure non-discriminatory pay, other compensation and working conditions, taking appropriate steps
as:
a. Examining rates of pay and fringe benefits for present employees with equivalent duties; and
adjusting any inequities found,
b. Not reducing the compensation of existing employees who have been converted to on-the-job
training states.
8. Encourage non-discriminatory contract, taking appropriate steps such as encouraging female and
minority group contractors and contractors with minority and female representation among their
employees to submit proposals for contract work.
9. Follow through, questioning, verifying, making whatever changes or additions to the Equal Employment
Opportunity Program that may be necessary to assure effectiveness.
Page 411-3
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
Instructions for Development of AFFIRMATIVE ACTION
PROGRAM
AHCDD Form 411
Project #:
COBG 07037
Recruitment and Employment Practice
1. We employ essentially four categories of craftsmen. Our brickmasons and equipment operators
are referred from the Bricklayers Local #152 and the Operators Local #617, respectively. During the
past year, Bricklayers Local #152 has referred approximately 71 employees to us. Approximately 17,
or 24% were minority, and 2 or 2.8% were female. During that same period, the Operators Local #617
referred 11 employees, of which none were minority and 1 or 9% were female. .
2. We secure our Carpenters and Laborers through walk-ins and word of mouth. During the past
year we have employed approximately 63 Carpenters of which 3 were minority (approximately 5%) and
o females. These were referred to the Carpenters Local #104 and admitted for membership. Of
approximately 80 minority walk-in applicants, 60 or 75% were employed as Laborers. Of 1 female
walk-in applicant, 1 or 100% was employed as a Laborer.
A. Present Work Force
Total Non-minority Minority Non-female Female
Brickmasons 49 30 16 46 3
Operators 3 3 0 3 0
Carpenters 31 28 3 31 0
Laborers "" " 49 54 1
vv v I
B. Opportunities for Placement
During the period of the next 12 months we anticipate (because of attrition or expansion) employing
maybe 50 new craftsmen by categories as follows:
Brickmasons
Operators
Carpenters
Laborers
14
1
10
25
III.
Goals and Timetables
Our minority employment goals for the next twelve month period is as follows:
Brickmasons
Operators
Carpenters
Laborers
3
1 ( oiler, trainee)
4
o
Our female employment goals for the next twelve month period is as follows:
Brickmasons
Operators
Carpenters
Laborers
o
o
2
2
Page 411-5
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AHCDD Form 411
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
Instructions for Development of AFFIRMATIVE ACTION
PROGRAM
Project #:
CDSG 07037
THIS GENERAL OUTLINE MAY BE USED AS A GUIDE IN DEVELOPING AN ACCEPTABLE
AFFIRMATIVE ACTION PROGRAM. EACH PROGRAM, HOWEVER, SHOULD BE TAILORED TO
THE CONTRACTOR'S SPECIFIC OPERATION AND NEEDS.
Page 411-7
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AUGUST A HOUSING & COMMUNITY Project #:
AHCDD Form 411 DEVELOPMENT DEPARTMENT
Instructions for Development of AFFIRMATIVE ACTION CDBG 07037
PROGRAM
Recruitment and Employment Practice
1. We employ essentially four categories of craftsmen. Our brickmasons and equipment operators
are referred from the Bricklayers Local #152 and the Operators Local #617, respectively. During the
past year, Bricklayers Local #152 has referred approximately 71 employees to us. Approximately 17,
or 24% were minority, and 2 or 2.8% were female. During that same period, the Operators Local #617
referred 11 employees, of which none were minority and 1 or 9% were female.
2. We secure our Carpenters and Laborers through walk-ins and word of mouth. During the past
year we have employed approximately 63 Carpenters of which 3 were minority (approximately 5%) and
o females. These were referred to the Carpenters Local #104 and admitted for membership. Of
approximately 80 minority walk-in applicants, 60 or 75% were employed as Laborers. Of 1 female
walk-in applicant, 1 or 100% was employed as a Laborer.
C. Present Work Force
Total Non-minority Minority Non-female Female
Brickmasons 49 30 16 46 3
Operators 3 3 0 3 0
Carpenters 31 28 3 31 0
Laborers 55 5 49 54 1
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D. Opportunities for Placement
During the period of the next 12 months we anticipate (because of attrition or expansion) employing
maybe 50 new craftsmen by categories as follows:
Brickmasons
Operators
Carpenters
Laborers
14
1
10
25
IV.
Goals and Timetables
Our minority employment goals for the next twelve month period is as follows:
Brickmasons
Operators
Carpenters
Laborers
3
1 (oiler, trainee)
4
o
,
Our female employment goals for the next twelve month period is as follows: '"
Brickmasons
Operators
Carpenters
Laborers
o
o
2
2
Page 411-9
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Page 412-1
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AHCDD Form 412
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
AFFIRMATIVE ACTION GOALS & TIMETABLE
Project #:
timetables) shall be in accordance 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
Contracto~s or Subcontractor's failure to take
good faith efforts to achieve the Plan goals and
timetables.
I 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
I 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
I 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
I work is being performed. Goals are published
I periodically in the Federal Register in notice form,
I and such notices may be obtained from any Office
of Federal Contract Compliance Programs office
or from Federal procurement contracting officers.
I The Contractor is expected to make substantially
. uniform progress in meeting its goals in each craft
I during the period specified.
5. Neither the provisions of any collective
bargaining agreement, nor the failure by a union
I with whom the Contractor has a collective
bargaining agreement. to refer either minorities or
I women shall excuse the Contractor's obligations
under these specifications. Executive Order
11246, or the regulations promulgated pursuant
I thereto.
6. In order for the nonworking training hours of
I 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
I programs approved by the U.S. Department of
Labor.
I 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 employees 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 Contracto~s obligation to maintain such a
~ w.orking. 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,
inciuding upgrading programs and apprenticeship
and trainee programs reievant 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 construction 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 onsite
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 femaie recruitment
and training organizations serving the Contracto~s
recruitment area and empioyment needs. Not
later than one month pnor to the date for the
acceptance of applications for apprenticeship or
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 empioyment 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 minonty 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 discnminatory
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 al/ 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.
o. Document and maintain a record of all
solicitations of offers for subcontracts from
minority and female construction contractors and
suppiiers, 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
voiuntary associations which assist in fulfilling one
or more of their affirmative action obligations (7 a
through pl. The efforts of a contractor association,
joint contractor-union. contractor-community, or
other simiiar group of which the contractor is a
member and 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, ensures that the
concrete benefits of the program are reftected in
the Contractor's minority and 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 on 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
Contracto~s noncompliance.
9. A single goal for minorities and a separate -
single goal for women have been established.
The Contractor. however, is required to provide
equal employment opportunity and to take
affirmative action for all minority groups, both
maie 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 mmority group of
women is underutilized).
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I 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 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.
AHCDD Form 412
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
AFFIRMATIVE ACTION GOALS & TIMETABLE
Project #:
CHANGES IN APPENDIX B
PURSUANT TO OFCCP REGULATIONS - 41 CFR PART 60-4
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
I contractors are required to comply with the applicable SMSA or EA goal contained in this Appendix 8-80.
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I Auqusta, GA.
~. SMg~U~~I~~i"r:i~h';'~~d& AiI~~~, 5C . , . . . , , , . ' , . , , ' , , , , , .
~ NO~~r~:~~~~::~SGI~~~~~k, j~ff~~~~: ' ' , , , . , ' , , . , , ' , . , , .
I Jenkins, Lincoln, McDuffie, Taliaferro,
l Warren, and Wilkes
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APPENDIX 8-80
GOALS FOR MINORITY UTILIZATION
Goals
(Percent)
MINORITY FEMALE
27.2
6.9
32.8
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Form 501
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT .
Project #:
COBG #07037
v
PERFORMANCE & PAYMENT BOND
(See Attachment)
501-1
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InsCr;!JICC
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INSCO INSURANCE SERVICES, INC.
Underwriting Manager for:
Developers Surety and Indemnily Company
Indemnity Company of California
17780 Fitch, Suite 200 . Irvine, California 92614. (949) 263-3300
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Bond No. 594264P
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Performance Bond
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"Printed in cooperation with the American Inst/tute of An:hitects (AlA) by the Insco/Oleo Group. The language
in this document conforms exactly to the language used in AlA Document A311, February, 1970 edition."
I
KNOW ALL MEN BY THESE PRESENTS: that Blount's Complete Home Service, Inc.
(Here insert full name and address or legal title or contractor)
PO BOx 7505, Fort Gordon, GA 30905
I
as Principal, hereinafter called Contractor, and, Developers Surety and Indemnity Company
(Here insert full name and address or le8al title of Surety)
I
P. O. Box 19725, Irvine, CA 92623
I.
as Surety, hereinafter called Surety, are held and firmly bound unto Augusta Housing & Community Development
D (Here insert full name ~ml addres< or leg;!1 title oi Own!'r)
epartment
530 Greene Street, Room 605, Augusta, GA 30911
;!s Obligee, hereinafter called Owner, in the amount of One Hundred Twenty Five Thousand Dollars and 00/100
I
Dollars ($125,000.00
),
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for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents. ~
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WHEREAS,
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Contractor has by written agreement daled February 14
(Here insert full name, address and description of project)
MACH Academy Improvements for Fleming Tennis Center 1850 Chester Avenue Augusta, GA
30906. Project No. 07037
in accordance with Drawings and Specifications prepared by 2KM Architects, Inc.
(Here insert full name ~nd address or legal title or Architect)
2008 ,entered into a contract with Owner for
YEAR
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Which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
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10-1042 (AlA) - Public Performance (REV. 1/01). PAGE 1 of 2
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PERFORMANCE BOND
NOW. THEREFORE, THE CONDITION OF THIS OBUGATION i~ ~uch that, if Contractor ;hall promptly and faithfully perform
said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect.
The Surety hereby waives notice of any alteration or
extension of lime maUl:) by the Owner.
Whenev€r Contractor shall be, and declared by Owner
to be in default under the Contract, the Owner having performed
Owner's obligations thereunder, the Surety may promptly
remedy the default, or shall promptly
1) Complete the Contract in accordance with its terms and
conditions, or
2) Obtain a bid or bids for completing the Contract in
accordance with ih terms and conditions, and upon
determination by Suret}' of the lowest responsible bidder, or,
if the Owner elects, upon determination by the Owner and
the Surety jointly of the lowest responsible bidder, arrange for
a contract between such bidder and Owner, and make available
as Work progresses (even though there should be a default or
a succession of defa ults under the contract or contracts of
completion arranged under this paragraph} sufficient funds to
Signed and sealed this
22nd
day of
PRINCIPAL:
omplete Home Service, Inc.
~2 "~l- Po'" "'"_ (REV. 'ro'l. 'AOE 2 ~2
pay the cost of completion less the balance of the contract
price; but not exceeding, including other costs and damages
for which the Surety may be liable hereunder, the amount set
forth in the first paragraph hereof. The term "balance of the
contract price," as used in this paragraph, shall mean the total
amount payable by Owner to Contractor under the Contract
ond any amendments thereto, less the amount properly paid
by Owner to Contractor.
Any suit under this bond must be instituted before the
expiration of two (2) years from the date on which final
payment under the Contract falls due.
No right of action shall accrue on this bond to or for the
use of any person or corporation other than the Owner named
herein or the heirs, executors, administrators or successors of
the Owner.
February,
2.QillL
YEAR
SURETY:
Developers Surety and Indemnity Company
B~ /-/lAv
. . Attorney-in-Fact
Shirley F. Dukes
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l[G::;]~
InsclIJlCC
@j~1ft:J
INSCO INSURANCE SERVICES, INC.
UndelWritlng Manager for:
Developers Surety and Indemnity Company
Indemnity Company of California
17780 Fitch, Suite 200 <Irvine, California 92614 < (949) 263.3300
www.lnscoDico.com
Bond No. ~J14264P _.________
labor and Material Payment Bond
"Printed in cooperation with the American Institute of Architects (AlA) by the Insco/Dico Group. The language
in this document conforms exactly to the language used In AlA Document A311, february, 1970 edition."
This Bond is issued simultaneously with Performance Bond in favor of the Owner conditioned on the full and
faithful performance of the Contract.
KNOW All MEN BY THESE PRESENTS: that Blount's Complete Home Service, Inc.
(Here insert full name and aridr..s '" I"~al title or Contract'lr)
PO BOx 7505, Fort Gordon, GA 30905
as Principal. hereinafter called Contractor, and, Developers Surety and Indemnity Company
(Here insert full mme and address or legal title of Surety}
P. O. Box 19725, Irvine, CA 92623
as Surety, hereiniltter called Surety, are held and firmly bound unto Augusta Housing & Community Development
(Her<! insert full n.me and aduress or legal title of OWMr)
Department
530 Greene Street, Room 605, Augusta, GA 30911
as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined. in the
amount of One Hundred Twenty Five Thousand Dollars and 00/100
(Here ins"rt a sum "'lllal to at least one-half of the (.ontracl price)
Dollars ($ 125,000.00
),
for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by the$e preSenb.
WHEREAS,
Principal has by written agreement dated
!Here inserl full name, addr<m and description 01 prQject)
February 14
2008 , entered into a contract with Owner for
YEAR
MACH Academy Improvements for Fleming Tennis Center 1850 Chester Avenue Augusta, GA
30906. Project No. 07037
in accordance with Drawings and Specifications prepared by 2KM Architects, Inc.
(Here insc-rt full nanle and :uJdrc$s or Icsul titlc of Architcc.t)
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
ID-l043 (AlA) - Public Labor and Material Payment (REV. 7/02)' PAGE 1 of 2
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lABOR AND MATERIAL PAYMENT BOND
I
NOW, THEREFORE. THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly make payment to
all claimants aj; hereinafter defined, for all labor and material used or reasonable required for use in the performance of
the Contract, then this obligation shall be void; otherwise if shail remnin in full force and effect. subject, however, to the
following conditions:
I
1. A claimant is defined as one having a direct contract
with the Principal or with a Subcontractor of the Principal
for labor.. material, or both, used or reasonably required
for use in the performance of the Contract, labor and
materiai being construed to include that part of water. gas,
power, light, heat, oil, gasoline, telephone service or rental
of ffjuipment directly applkable to the Contract.
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Z. The above named Principal and Surety hereby jointly
ilnd severally agree with the Owner that every claimant as
herein defined, who has not been paid in f\lll berore the
expiration of a period of ninety (901 days after the date on
which the last of such claimant's work or labor was done
or performed, or materials were furnished by such claimant,
may sue on this bono ror the use of such claimant, prosecute
the sqit to final judament for su~'h sum or s~lms <lS may be
justly due claimant, and have execution thereon. The Owner
shall not be liable for the payment of any costs or expenses
of any such suit.
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:3. No suit or action shall be commenced hereunder by
any claimant:
iI) Unless claimant, other thm1 one having a direct contract
with the Principal. shall have given \Vrilten notice to any
two of the following: the Principal, the Owner, or the Surety
above named, within ninety (90) days after such claimant
did or performed the last of the work or labor, or furnished
the last of the materials for which said claim is made,
stating with substantial accuracy the amount claimed and
the name of the party to whom the materials were furnished,
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Signed and sealed this
22nd
day of
PRI NCIPAl:
Blo t's Complete Home Service, Inc.
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ID-106,3 (AI/\)- ?ublle labor end Matarlal Payment (REV. 7(02)' PAGE 2 of 2
I
or for whom the work or labor was done or performed,
Such notice shaH be served by' mailing the same by registered
mail or certifiee mail, postage prepaid, in an envelope
addressed to the Principal, Owner or Surety, at any place
where an office is regularly m(jintdin~d fur the Iransat;tion
of business, O~ served in any manner in which legal process
may be served in the state in which the aforesaid project
is located, save Ihat such service need not be made by a
public officer.
b} After the expiration of one (1) year ;'ollowing the date
on which Principal ceased Work on said Contract. it being
understood, however, that if any limitation embodied in
this bond is prohibited by any law controlling the
constrUction hereof such limitation shall be deemed to be
amended 5<> <IS \Q be equal to the minimum period (If
limitation permitted by such law.
c) Other than in a state court of competent jurisdiction in
amI for the l:;ounty or other political subdivision of the state
in which the Project, (y any part thereof, is situated, or in
the United States District Court for the district in which the
Project, or any part thereof, is situated, and not el5ewhere.
4. The amount of this bond shall be reduced by and to
the extent of any payment or payments made in good faIth
hereunder, inclusive of the payment by Surety of mechanics'
liens which may be filed of record against said improvement,
whether or not claim for the amount of slIc;n lien be
presented under and against this bond.
February,
2008
-y~
SURETY:
Developers Surety and Indemnity Company
&- /~
. . ~ .J;.!:.y,~~
Shirley F. Dukes
1-
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POWER OF ATTORNEY FOR
DEVELOPERS SURETY AND INDEMNITY COMPANY
PO BOX 19725. IRVINE, CA 92623 (949) 263-3300
www.InscoDico.com
KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY does hereby make, constitute
and appoint:
I ***Greg Keller, Suzanne Walker, Sandra L. Petty, Shirley F. Dukes, Jennifer Freeman, jointly or severally***
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as its true and lawful Attomey(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporation as surety. bonds. undertakings and contracts
of suretyship gi..~ng and granting unto said Altorney(s)-in-Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in
connection therewith as the corporation could do, but reserving to the corporation full power of substitution and revocation, and all of the acts of said Attorney(s )-in-
Fact, pursuant to these presents, are hereby ratified and confirmed.
This Power of Attorney is granted and is signed by facsimile lmder and by authority of the following resolution adopted by the Board of Directors of DEVELOPERS
SURETY AND INDEMNITY COMPANY effective as of November 1,2000:
RESOLVED, that the Chainnan of the Board, the President and any Vice President of the corporation be, and that each of them hereby is, authorized to execute I
Powers of Attorney. qualifying the Attorney(s)-in-Fact named in the Powers of Attorney to execute, on behalf ofthe corporation, bonds, undertakings and contracts of I
suretyship; and that the Secretary or any Assistant Secretary of the corporation be, and each of them hereby is, authorized to attest the execution of any such Power of
Attorney;
RESOLV ED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile.
and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with
respect to any bond, undertaking or contract of suretyship to which it is attached.
IN WITNESS WHEREOF. DEVELOPERS SURETY AND INDEMNITY COMPANY has caused these presents to be signed by its respective Executive Vice President
and attested by its Secretary this I st day of December. 2005.
By: C-=)~~
David H. Rhodes, Executive Vice-President
""''''''''''''
,,,,,,,,'{ A.N D I. ""'"
",~~,\ ,..............I\rO~".,
!'qi ","'c~p OR4 ;:.... ~ '\
: >c. (>"'~;'
g~f OCT. 1j,%
~~; 10 lnE
\~\ 1936 /~j
\~........IOW '" .......~b,!
.....'#~O' .............. ~~,......~
',.,.,.,.,.....~",..,"""
~~
By:
Walter A. Crowell. Secretary
STATE OF CALIFORNIA
]
COUNTY OF ORANGE
On December 1,2005 before me, Gina L. Garner, Notary Public (here insert name and title of the officer), personally appeared Da\~d H. Rhodes and Walter
A. Crowell. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instniment
and acknowledged to me that helshe/they executed the same in hislher/their authorized capacity(ies). and that by hislher/their signature(s) on the instrument the person(s),
or the entity upon behalf of which the person(s) acted, executed the instrument.
WITNESS my hand and official seal.
~ & ~ ~ ~ . . . . ~ & ~ ~ a a.~ ~
}8' gbNr:M:.#G1~:~5~~ ~
.:s NOTARY PUBUC CAUFORNIA :]
~. ORANGE COUNTY \,)
~ ~ _ ~ RV~~~~~~1~~
Signature
~~~
(SEAL)
CERTIFICATE
The undersigned, as Assistant Secretary, of DEVELOPERS SURETY AND, INDEMNITY COMPANY, does hereby certifY that the foregoing Power of
Attorney remains in full force and has not been revoked, and furthermore, that the provisions of the resolution of the respective Boards of Directors of said corporation
set forth in the Power of Attorney, is in force as of the date ofthis Certificate.
This Certificate is executed in the City of Irvine, California, the 22nd day of Fe b ~'ua ry
.2008
~/-~
By
Albert Hillebrand, Assistant Secretary
ID-1438 (DS!) (Rev. 12'05)
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AUGUST A HOUSING & COMMUNITY Project #:
Form 502 DEVELOPMENT DEPARTMENT
COBG #07037
INSURANCE
(See Attachment)
502-1
I ACORQM CERTIFICATE OF LIABILITY INSURANCE D;;~(;;;~~~Y;
I PRODUCER (706) 733-6888 FAX (706) 738-4063 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Dawson Taylor & Company ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
P.O. Box 14729 ~Pf~~~H1Hb~~~~l~~:~~gROlEsD NB~\~~E~Jh~~J:~~L~~.
3510 Wheeler Rd.
Augusta, GA 30919
II. INSURED Blount's Complete Home Servi ces
, 2907-C Tobacco Road
Hephzibah, GA 30815
II COVERAGES
I
INSURERS AFFORDING COVERAGE
INSURER A: Compani on Property & Casualty
INSURER B: HBAG Mutual Ins. Co.
NAIC#
INSURER c:
INSURER D:
INSURER E:
I
r THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
.i ANY REQUIREMENT, TERM QR 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.
II~~~ r:.o.,~~ TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE ~~!f~Y EXPIRATION LIMITS
I GENERAL LIABILITY PC3494233 06/11/2007 06/11/2008 EACH OCCURRENCE $ 500,00<<:
f--
I X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,00(]
,
I I CLAIMS MADE 0 OCCUR MED EXP (Anyone person) $ 10,00(]
A PERSONAL & ADV INJURY $ 500 , OO(]
~ f--
GENERAL AGGREGATE $ 1,000,00(]
~
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 1,000,00(]
m POLICY n j~8T n LOC
~ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
'-- $
ANY AUTO (Ea accident)
-
ALL OWNED AUTOS BODILY INJURY
- $
I SCHEDULED AUTOS (Per person)
~ -
HIRED AUTOS BODILY INJURY
- $
NDN-OWNED AUTOS (Per accident)
-
- PROPERTY DAMAGE $
~ (Per accident)
GARAGE LIABILITY AUTO ONLY. EA ACCIDENT $
R ANY AUTO OTHER THAN EA ACC $
~ AUTO ONLY: AGG $
EXCESSlUMBRELLA LIABILITY EACH OCCURRENCE $
tJ OCCUR 0 CLAIMS MADE AGGREGATE $
I $
R DEDUCTIBLE . $
RETENTION $ $
WORKERS COMPENSATION AND 11581 06/11/2007 06/11/2008 X I T~~~T~T,~;, I IOJJ;i-
~. EMPLOYERS' LIABILITY 100,000
ANY PROPRIETOR/PARTNER/EXECUTIVE EL. EACH ACCIDENT $
OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ 100,000
If yes, describe under 500,000
SPECIAL PROVISIONS below EL. DISEASE. POLICY LIMIT $
,I OTHER
..
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
-rrOject: CDBG# 07037, MACH Academy Improvemeots for Fleming Tennis Center
,
CERTlFI
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Housing and Community
Development Department
925 Laney-Walker Blvd.
2nd Floor
Augusta, GA 30901
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL
~ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE ~
Michael J. Ta lor Jr./CLAUD /'J77~M
@ACORD CORPORATION 1988
rCORD 25 (2001/08)
~UI '11 .l.1''1UL... r-r'WI'1 r",c.v J.1-'U..=1 rr-1~-::.. _.__~~.:.__ . .. ___...
2')07 C TOBACCO :ROAD
HEl'HZIB....rt. GA 308t5
. .....::. ,;~~::~~..:.
,".
SURETY RIDER
..
._~ "--.:..'--'#.0.-.---,:_...
':~'-'''':'''''''''''.~~~::.~..:.::...;,,#:..._,~-<....:-.#-..._--_._-:_~....~_.,'.......:----::-
~
.a.n ---=..:._
.':-........-r'.:
To be attached to and 'form a part of Bond No.
594264 P
in the amount of
$ 125,000.00
on bebalf of Blount's Complete Home Services, Inc.
as Principal and executed by Developers Surety and Indemnity Company
in favor of Augusta Housing & Community Development Department
effective date of change 2/22/2008
as Surety
--.......... ~'... . _..__..~~..._.._- .."
In consideratiOn of the mutual agreements herein contained the Principal and. the Surety hereby
oonsent to changing Changing Bond Number . .
- ......._-:. .#,'
. .. .,.' .'
::-- -r:-.; .~:_'..:~ _,.'
From:
594264P
To:
594266P
Nothing herein contained shall vary, alter or extend any provision or condition of this bond except
as herein expressly stated. Signed, Sealed & Dated this 22nd day of February 2008
O..olop.,. ~U"'ty and In:mn;ty com~ny
By~~jf}~,..
, Shirley Dukes Atto.qleY."'l.!1"'~act
. .: ",.
....- '..-...
.. ."..-. - ..
. ,..... .~.....'.. .,
DAWSON, TAYLOR & COl\1PANY
INSURANCE
SINCE 1866
P.O. BOX 14729
AUGUSTA, GEORGIA 30919-0729
; 1\
~. F " r
~ .. t d\. '
3/5/2008
BLOUNT'S COMPLETE HOME SERVICES
2907~C TOBACCO ROAD
HEPHZIBAH, GA 30815
RE:, DEVELOPERS SURETY & IND Co
'-''";-'-.~'': '.-BONDS;~#594Z66~ -'-' '~'.. ."
. ~ ... ~ - :'. ..... :-:-....:;.....:..-.~ .,;.:".,......~~~~:~..:.~ .," : .. ,-:-.~i":.T":~ .:....:~;:~::.;::'!r:~:.=-r' ..~:'::..:~:---.~, .......':"" ....:;,::. 'n:
DEAR MR. BLOUNT:
ENCLOSED PLEASE FIND A RIDER FOR BID BOND 594264P. THE COMPANY HAD TO
REISSUE THE BOND WITIIBOND # 594266P. THIS RIDER NEEDS TO BE ATTACHED TO.
Tl:IE ORIGINAL BOND YOU FORWARDED TO THE AUGUSTA HOUSING & COMMUNITY
" DEVELOPMENT DEPARTMENT. IF YOU HAVE ANY QUESTIONS, no NOT HESITATE TO .
CONTACT US.
YOUR BUSINESS IS GREATLY APPRECIATED. PLEASE CALL ME WITH ANy QUESTIONS. .
SINCERELY,
DA WSON, TAYLOR & COMPANY.
..tP~L.'
'.. . '. ~ . , " . .
. /JT'. (
Y~..I'
. . ,','
-'--.--.' .'
".
CLAUDIA DAVIS- .
COMMERCIAL ACCOUNTS AGENT
. )",~ "..," ,w",
ENCLOSURE
..' ~.
"." , .
. ~t'.. !.;';,' ~ ;':.1' i'::~ _.',' : -' ~:\ ~. .: ':.' ;'.:"~:.: ~.:
;.::~ ~:~.:-:rl.~"~-:".:~.:' '.~':. '.
.\.";...
, 'r. ':
l~.:' ',' :~ ~ ""1 ,"-' ",'
. . t '.," ~ ..
~. ~\ --,' ..: ~:', P~'. ,", .>. ,!~,
..' "..'I.P".
:, , . \
~......,.,
~l ~ .
~.
"',"'., .
. .... no..
3510 WHEELER ROAD AUGUSTA, GEORGIA 30909
(706) 733-6888 FAX (706) 738-4063 .
.
PJ~
'1lOl'lS$fIlHAl
IflfORjNCl
ACi[J(T
Td l,JdLl7 :l70 l700G LG '()Ot~
[806[6L 90L : U~ ><tJ.::l
8: l-JOtl.::l
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I The SUBCONTRACTOR certifies that he does not maintain or provide for his employees 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
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Form 503
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
Project #:
COBG #07037
CERTIFICATION OF NON-SEGREGATED FACILITIES
BY SUBCONTRACTOR
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
J 2008.
(Name of SUBCONTRACTOR)
Official Address
By
(Subcontractor's Name)
As its
(Title)
(City, State, Zip)
*Must be included without alteration
503-1
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I, STATE OF GEORGIA
COUNTY OF RICHMOND
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(1) ,To sign and execute any and all legal instruments, to any person or persons wishing to contract
I with Augusta Housing and Community Development Department;
I (3) To sign, endorse, deposit or issue checks or to receive checks related to the Augusta Housing
and Community Development Department program; and
I (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
I 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.
504
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
Project #:
CDBG #07037
TO CHESTER A. WHEELER, III
SPECIAL POWER OF ATTORNEY
RE: MACH Academv Improvements for
Fleminq Tennis Center
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:
(2) To sign statements or related instruments necessary or convenient to said transaction;
I 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 exec~t~d by
I and throug its authorized officials and the seal of the consolidated government affixed this ~~
day of *~t {.1..- , .J/J-o~ . ,
~
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Auausta, Georgia
/ ()
LYe ~
David S. Cope haver
Mayor
BY:
L.S.
J((
1/;JO
~ ATTE,ST:
i Ai,"
11M,
~ [ena J. B~;i~@r., ,0""
I Clerk of C6~mi~je~.:;":""".'"'' i/
~ SEAL : '~~~;\~\~I;;<::'.':.~:':"';0'o~)';;o::,;7
--J
504-1
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1-...... '
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11
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AHCDD Form 111
(Rev. 10106)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
TECHNICAL SPECIFICATIONS
Project #:
COBG #07037
Page 111-1
I 2KM # 07-08.6
MACH ACADEMY IMPROVEMENTS
I Flemming Tennis Center
1850 Chester Avenue
I Augusta, Georgia
TABLE OF CONTENTS
I Section Title Pa!!es
I Cover Cover
Consulatants Stamp Sheet
I Contents Table of Contents 1- 3
Contract Table of Contents 1
I Contract Requirements 1-'- 113
F Special Conditions FI-F5
I Form "Request for Prior Approval" F6
DIVISION 1 GENERAL REQUIREMENTS
01080 Applicable Codes
I 01090 Abbreviations & Symbols 1- 3
01100 Alternates ] -1
01300 Submittals 1 - 2
I. 01700 Execution Requirements 1-4
01710 Cleaning 1
01732 Selective Demolition ]-3
01770 Closeout Procedures 1 - 3
I DIVISION 2 SITEWORK
2210 Topsoil & Finish Grading 1-2
I 2230 Site Clearing 1 - 3
2300 Earthwork 1-8
02361 Termite Control 1-3
I 02920 Lawns & Grasses 1- 6
DIVISION 3 CONCRETE
03300 Cast-In-Place Concrete 1-10
I DIVISION 4 MASONRY
04200 Unit Masonry 1-6
I DIVISION 5 METAL FABRICATIONS
05500 Metal Fabrications 1- 3
I DIVISION 6 WOOD & PLASTICS
06100 Rough Carpentry 1- 3
06200 Finish Carpentry 1-4
I DIVISION 7 THERMAL & MOISTURE PROTECTION
07210 Building Insulation 1- 3
07270 F irestopping 1 - 7
I .07610 Sheet Metal Roofing 1 - 5
07950 Caulking & Sealants 1- 5
I 07-01 TABLE OF CONTENTS Page 1
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MACH ACADEMY IMPROVEMENTS
2KM # 07-08.6
Flemming Tennis Center
1850 Chester Avenue
Augusta, Georgia
TABLE OF CONTENTS
Section Title
Pal!es
ELECTRICAL:
El.O Legend, Specifications & Fixmre Schedule
E2.0 Power Plan
E3.0 Lighting Plan
07-0] TABLE OF CONTENTS
Page 3
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F-02
F-03
SECTION F
SPECIAL CONDITIONS
F-Ol
ARCIDTECT
A.
Wherever the tern1 "Architect" appears in these specifications, it shall mean 2KM Architects,
Inc., 2275 Wrightsboro Road. Augusta, Georgia 30904, PH: (706) 736-3333; FX: (706) 736-
7100; E-Mail: mail@2kmarchitects.com.
OWNER
A.
Wherever the tern1 "Owner" appears in these specifications, it shall mean Augusta Housing
and Community Development Department, 925 Laney Walker Blvd., 2nd Floor Augusta,
Georgia 30901, PH (70) 821-1797, FX 706821-1784.
COPIES OF CONTRACT DOCUMENTS FURNISHED TO CONTRACTOR
A. The Owner shall furnish to the Contractor, free of charge, one (1) set of contract documents.
The Contractor shall obtain such additional sets of contract documents as the Contractor deems
necessary and shall pay the cost of reproduction of such additional sets.
F -04 SHOP DRAWINGS
A.
Submittals
1. Refer to the individual sections of the Specifications for Shop Drawings.
2. Shop Drawings shall be submitted only for the items requested in the individual
Trade Section; however, the Architect may request additional drawings, schedules,
and manufacturers brochures to supplement the information needed for the execution
of the work.
J. Shop Drawings not required by the Specifications or requested by the Architect will
be returned without action.
B.
Manufacturers Materials and Equipment.
1. Shop Drawings shall be in accordance with the Manufacturer's Model Numbers,
Specifications, and description called for in the Contract Documents.
2. Where products of acceptable manufacturers or products, as allowed in the
Specifications, vary from the details of the Manufacturer or product used as the basis
for the specified or detailed item, any additional labor, materials, or services needed
to accommodate such variances shall be accomplished at no increase in contract cost.
Variances so noted include, but are not limited to, dimensions, locations of outlets,
type and number of connections, installation details and capacity of service.
c.
Contractor's Review
1. The Contractor shall review all Shop Drawings required by the Contract Documents
or subsequently by the Architect as covered by modifications and stamp each copy
submitted with the date and nan1e of persons making review.
2. Shop Drawings and Samples shall be properly identified as specified, or as the
Architect may require. At the time of submission, the Contractor shall inform the
Architect in writing of any deviation in the Shop Drawings or Samples from the
requirements of the Contract Documents.
D.
Submittals
1. Shop Drawings shall be submitted in advance of the time needed by the Contractor
for proper scheduling of work.
Shop Drawings of all fabricated work shall be submitted to Architect for approval
and no work shall be fabricated by Contractor, save at his own risk, until approval
has been given. Four (4) prints of final approved Shop Drawings will be required
unless otherwise specified.
'")
F-]
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Schedules.
F-IO INSPECTION OF EXISTING SITE
A. All Bidders shall inspect existing site conditions prior to Bid and include all costs.
B.
The Contractor shall give notice in writing to the office of the Owner, prior to commencing
work for the purpose of arranging for a joint inspection by (a) the Architect, (0) the
Contractor, and (c) the authorized representative of the Owner, during the course of which
inspection the three parries to the joint inspection shall prepare a schedule identifying and
showing the location of any damage to the existing work which is ascenainable by visual
inspection. The schedule shall be prepared in wo counterpart originals each of which shall
be dated and signed on behalf of each party to the joint inspection. An executed and dated
counter original shall be filed with:
(1) Contractor.
(2) Architect.
(3) Owner.
F-ll CONTRACTORS IDENTIFICATION SYSTEM
F-12
F-13
F-14
A.
All employees of contractors assigned to perform duties specifically associated with
contractual agreements will be identified by wearing legal photo LD.
CONTRACTOR EMPLOYEES CONDUCT
A. The Contractor shall insure that his employees and his Subcontractors. employees conduct
themselves in a gentlemanly manner while on the site. Gestures, remarks, cat calls, whistling,
or anything else of a derogatory nature will not be tolerated, and will be sufficient cause for
the permanent removal of an employee from this project site.
TEMPORARY UTILITIES
A.
Temporary Power - Contractor shall obtain temporary power for construction from local
utility company and pay all associated fees and costs.
B.
Contractor shall provide temporary toilet facilities for the workmen of the job. Facilities shall
be maintained in clean and sanitary condition throughout their use. Sanitize area upon
removal.
C.
Contractor shall obtain temporary water from local on-site utility (Augusta Utilities
Department) and pay all expenses and fees.
CONSTRUCTION
A. Contractor shall request approval from the Owner, regarding access to area at least 48 hours
prior to commencing work. Contractor shall submit anticipated schedule in writing indicating
dates of access to area required to complete work in accordance with conrract documents.
B.
Construction limits shall be the area of construction limits indicated on the drawings. All
construction activities must be limited to this area, except as modified by Contract
Documents, such as, access to site, delivery of materials and material storage areas outside
construction limits.
C.
Space Outside Construction Limits - Contractor shall request approval regarding use of space
outside construction limits. Request must be made a minimum of 48 hours prior to use of
space and must indicate length of time space will be needed. Use of such designated areas
shall be on a temporary basis only for special construction requirements.
F-3
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F-21 DRUG-FREE ENVIRONMENT POLICY
A.
By executing this contract, contractor certifies that he shall provide a drug-free workplace for
his employees and the employees of his sub-contractors in accordance with the laws of the
State of Georgia.
F -22 LIENS
A.
Not later than fifteen (15) days after the contractor commences work on the property, a Notice
of Commencement shall be filed by the Contractor with the clerk of the Superior Court in the
county in which the project is located in accordance with Georgia Law.
F-23 DELAYS AND EXTENSION OF TIME
A. Delays and Extension of Time:
(a)
Grounds - If the contractor be delayed at any time in the progress of the ,work by any
act or negligence of the Owner or the architect, or of any employee of either, or by
any separate contractor employed by the Owner, or by changes ordered in the work,
or by strikes, lockouts, pickets, inclement weather, unforeseeable subsurface
conditions, fire, unusual delay in transportation, unavoidable casualties, or any
causes beyond the Contractor's control, or by any cause which the architect shall
decide to justify the delay, then the time of completion shall be extended for such
reasonable time as the Architect may decide. The contractor expressly agrees that
the contractor's sole remedy for such delay shall be an extension of contract time and
that the contractor shall make no demand for damages or extended overhead.
F-24 CHANGES IN THE WORK
A.
Owner's Right to Make Changes. - The Owner without invalidating the contract may
authorize or order extra work or may authorize or order changes by altering, adding to, or
deducting from the work, the contract sum being adjusted accordingly. The contractor hereby
expressly agrees that the contractor shall have no right to a claim for damages or extended
overhead because of changes made by the Owner. Such work is hereinafter designated
"change" or "changes". All such changes shall be performed under the conditions of the
original contract except that any claim for extension of time caused thereby shall be adjusted
at the time of signing of the change order form.
F-5
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REQUEST FOR PRIOR APPROVAL
Date of Request
Job Bid Date
Name of Party Proposing Substitute:
Project No:
Specification Section and Paragraph:
Specified item:
Proposed Substitute:
Manufacturer:
Deviations from the Specified Item:
Manufacturer's Recommendations for use and installation:
(List recommendations)
Change in Other Work to permit Use of proposed Substitute:
(List changes. . Submit drawings if required for clarity.)
Technical Data to Support Request for Approval:
(List ASTM designations met, submit testing
laboratory reports and experience records.)
Other Supporting Data:
(Submit brochures, samples, drawings.)
F-6
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DIVISION 1 - GENERAL REOillREMENTS
SECTION 01080 - APPLICABLE CODES
PART 1 - GENERAL
1.1
RELATED REQillREMENTS AND WORK
A. The Division 1 General Requirements, Specifications, Drawings, Addenda and Modifications are
binding on all work required for this Project.
1.2
APPLICABLE CODES
A.
1. NFPA 70
2. NFP A 72
3. NFPA 101
4. NFPA 241
5. NFP A 13
6. IBC-2006
7. IFC - 2006
8. ADAG-1991
9. ABA
10. 120-3-3
11. 120-3-20
12. IFGC-2006
13. IMC-2006
14. IPC-2006
15. NEC-2005
16. IECC-2000
The following Building Codes are currently adopted and applicable for this project:
National Electrical Code, 2005 Edition, with Georgia Amendments
National Fire Alarm Code, 2002 Edition, with Georgia Amendments
Life Safety Code, 2000 Edition, with Georgia Amendments
Building Construction and Demolition Operations
Standard for Installation of Sprinkler Systems, 2002 Edition, with Georgia
Amendments
Standard Building Code, International Building Code (with State of
Georgia Amendments 2007)
International Fire Prevention Code (with State of Georgia Amendments,
2007)
American Disabilities Act Guidelines, 1991 law.
Architectural barriers ACT, Accessibility guidelines, 36 CFR part 1191
State Minimum Fire Safety Standards (1999)
Georgia Accessibility Code (1997)
International Fuel Gas Code (with State of Georgia Amendments, 2007)
International Mechanical Code (with State of Georgia Amendments, 2007)
International Plumbing Code (with State of Georgia Amendments, 2007)
National Electric Code (with State of Georgia Amendments, 2006)
International Energy Conservation Code (with State of Georgia
Amendments, 2003, 2005, 2006, 2007)
B.
Reference to other applicable codes and standards are made in other sections of this specification.
PART 2 - PRODUCTS
(Not Used)
PART 3 - EXECUTION
(Not Used)
APPLICABLE CODES
END OF SECTION.
01080-1
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PART 1 - GENERAL
1.1
REFERENCES
DMSION 1 - GENERAL REQUIREMENTS
SECTION 01090 - ABBREVIATIONS & SYMBOLS.
A. Reference to a technical society, institute, association, organization or govenunenta1 authority may be
made in the Specifications in accordance with the following abbreviations:
AAR
AASHTO
ACI
ADA
AECI
AGA
AGC
AGMA
ARC
AIA
AISC
AISI
ANSI
APA
API
ARI
ASA
ASC
ASLA
ASHRAE
ASM
ASME
ASTM
AWl
AWPA
ABBREVIATIONS & SYMBOLS
American Association of Railroads
American Association of State Highway and Transportation Officials
American Concrete Institute
American with Disabilities Act
Association of Edison Illuminating Companies
American Gas Association, Inc.
Associated General Contractors of America
American Gear Manufacturers Association
Architectural Hardware Consultants
American Institute of Architects
American Institute of Steel Construction
American Iron and Steel Institute
American National Standards Institute
American Plywood Association
AInerican Petroleum Institute
Air-Conditioning and Refrigeration Institute
American Standards Association
American Standards Code
American Society of Landscape Architects
American Society of Heating, Refrigeration and Air Conditioning
Engineers
American Society for Metals
American Society of Mechanical Engineers
American Society for Testing and Materials
Architectural Woodwork Institute
American Wood-Preservers' Association
01090-1
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RLM
RTMA
SAE
SCPI
sm
sn
SMACNA
SSPC
TCA
TEMA
UL
USPS
PART 2 - PRODUCTS
PART 3 - EXECUTION
ABBREVIA nONS & SYMBOLS
Reflector Luminaire Manufacturers
Radio-Television Manufacturer's Association
Society of Automobile Engineers
Structural Clay Products Instimte
Steel Deck Instimte
Steel Joist Instimte
. Sheet Metal and Air Conditioning Contractor's National Association
Steel Structures Painting Council
Tile Council of America
Tubular Exchange Manufacturers Association
Underwriter's Laboratories
United States Product Standard
(Not Used)
(Not Used)
END OF SECTION
01090-3
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-
DIVISION 1 - GENERAL REQUIREMENTS
SECTION 01100 - ALTERNATES
PART 1- GENERAL
1.1
SUMMARY
A. The Contractor shall furnish all labor, materials, tools, equipment and perform all work and
services necessary for all Alternates as shown on drawings and as specified, in accordance with the
provisions of the Contract Docmnents and completely coordinated with work of all other trades.
All prices shall include overhead and profit.
B.
Although such work is not specifically indicated, furnish and install all supplementary or
miscellaneous items, appurtenances and devices incidental to or necessary for a sound and
complete installation.
C.
Coordinate pertinent related work and modify surrounding work as required by Contract
Docmnents.
D.
All materials and methods of construction used on this project shall conform to the qualifications
established by the Contract Docmnents.
1.2 QUANTITIES
A. When materials, devices or equipment are referred to as if singular in nmnber, it is intended that
such reference shall apply to as many such items as are required to complete the work.
PART 2 - ALTERNATES
2.1
ALTERNATES
A.
State in proposal the amount to be deducted from the Base Bid for each of the Altemates described
below. Upon execution of Agreement, implement work and modify work as established under
various Alternates as accepted or rejected by the Owner. Clarifications of Alternates and Unit
Prices shall be as follows: '
Deduct Alternate #1:
Delete shower renovations:
1) Showers to be blocked offby Owner to prevent use.
Deduct Alternate #2:
Delete new wall for Storage Room #lOlA:
1) 'Delete new metal stud wall, door #lOlA and associated ATe work.
Deduct Alternate #3:
Delete new Conference Room addition #lOOB:
1) Delete 196 GSF (188 NSF) Conference Room addition, door
#lOOB and PTACT-3.
2) Install 4" split-faced CMU veneer on exterior wall (See drawing
#3/ ALl)
2.2 UNIT PRICE (Not Used).
PART 3 - EXECUTION
(Not Used)
END OF SECTION
AL TERNA TES
o 11 00-1
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DIVISION 1 - GENERAL REQUIREMENTS
SECTION 01300 - SUBMITTALS
PART 1 - GENERAL
1.1
SUMMARY
A. The following provisions shall apply:
Contractor shall compile one completed set of approved set of Shop Drawings and submittals to
turn in with the 0 & M Manuals.
B.
Contractor shall submit six prints of each shop drawing to the Architect for review. If corrections
are required after the Architect's review, two copies of marked up drawings will be returned to the
Contractor for necessary revisions. Contractor shall then resubmit six prints of corrected drawings
for final review and distribution. However, if for any reasons further corrections are necessary,
follow the above procedure until no corrections are required.
c.
F or standard manufactured items the Contractor shall submit six copies of all catalogue sheets,
vendors' drawings and certified drawings to the Architect for review. If corrections are required
after the Architect's review, two copies of marked up drawings will be returned to the Contractor
for revision. Contractor shall then resubmit six corrected copies for final review and distribution.
D.
Shop drawings submitted for review must bear the stamp of the Contractor stating that they have
been checked. It is the Contractor's responsibility to fully check all shop drawings for arrangement
and conformance with drawings and specifications, and accuracy of dimensions, including
coordination of shop drawings submitted on other work under these specifications. If it appears
that such checking has been inadequate, even though stamped as being checked., drawings will be
returned to the Contractor for proper checking before further processing by the Architect
regardless of any urgency claimed by the Contractor.
E.
The review of such drawings by the Architect will be general only. Such review shall not be
interpreted as a checking of detailed dimensions or approval of deviations from plans and
specifications, unless such a check or deviation is requested at time of submission. Review of
drawings shall not relieve the Contractor of his responsibility for accuracy of same, nor for the
furnishing of all materials required by the contract, even though same may not be indicated on the
reviewed shop drawings.
F.
The Contractor must schedule the submission of shop drawings and schedules to allow the
Architect a minimum of ten working days, after receipt, for the review of each submission. The
review of a shop drawing does not authorize changes from the Contract requirements as to
materials, workmanship, extent of the work or price unless authorized in a separate Change Order.
G. Submit'shop drawings, vendor drawings and certified drawings, to the Architect with a transmittal
letter or fOIm addressed to 2KM Architects, Inc., 2275 Wrightsboro Road, Augusta, Georgia,
30904. Transmittals shall include the sender's name, the project number, name of the Owner, a list
of shop drawing numbers and titles and quantity of each print submitted. In addition, Contractor
shall mark each drawing with the project number and name of the Owner.
1.2
SAMPLES
A. The "General Conditions covers samples. The following provisions shall also apply:
1. Name of Project
2. Location of Project
3. Name of Contractor
4. Material or Equipment Represented
5. Manufacturer's data sheets and drawings, if available
B. Approval or acceptance of samples will not preclude the rejection of the completed work. After a
material has been approved, no change in brand or make will be permitted, unless satisfactory
evidence is presented to and approved by the Architect that the manufacturer cannot make delivery
SUBMITTALS 01300-1
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DIVISION I - GENERAL REQUIREMENTS
SECTION 01710 - CLEANING
P ART I - GENERAL
1.1 SUMMARY
A.
Prior to final acceptance by the Owner, the building and surrounding grounds are to be put in clean
and orderly condition. In all instances, the subcontractors are directly responsible for the neatness
and orderliness of their work. However, it will be the General Contractor's final responsibility to
ascertain the entire project is in a thoroughly clean and acceptable condition.
1.2
CLEANING OF METAL WORK
.
A. All exposed metal work shall be thoroughly cleaned before final acceptance of the project. During
construction, all exposed metal, finish hardware and all other exposed fInish metals shall be
protected with polyethylene film, Vaseline or other appropriate protective covering. Immediately
prior to final acceptance, such metals shall be thoroughly cleaned. No damaged, scratched,
stained, injured or discolored materials will be accepted and must be replaced.
1.3
EXTERIOR CLEANING
A.
The grounds around the building, lay-down and work areas, are to be left in a clean condition.
Trash, debris, or unused materials are to be removed from the site. Included is the final cleaning
of all existing work soiled or damaged by construction activities.
1.4
FINAL CLEAN-UP
A. Prior to Architect's Final Inspection, execute final clean-up as follows:
1. Remove all debris from building site.
2. Remove all stains, spots, marks, and dirt from new finish surfaces of the work.
PART 2 - PRODUCTS
(Not Used)
PART 3 - EXECUTION
(Not Used)
END OF SECTION
CLEANING
01710-1
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1.5
1.6
DIVISION 1- GENERAL REOUIREMENTS
SECTION 01732 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A.
This Section includes the following:
1. Demolition and removal of select portions of the site improvements.
B.
Related Sections: The following Sections contain requirements that relate to this Section:
1. General Conditions for Schedules and Coordination procedures for demolition operations.
1.2
DEFINITIONS
A.
Remove: Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or
to remain the Owner's property.
B.
Remove and Salvage: Items indicated to be removed and salvaged remain the Owner's property.
Remove, clean, and pack or crate items to protect against damage. Identify contents of containers and
deliver to Owner's designated storage area.
c.
Existing to Remain: Protect construction indicated to remain against damage and soiling during
demolition.
1.3 MATERIALS OWNERSHIP
A. Except for items or materials indicated to be reused, salvaged, or otherwise indicated to remain the
Owner's property, demolished materials shall become the Contractor's property and shall be removed
from the site with further disposition at the Contractor's option.
1.4
SUBMITTALS
A.
General: Submit each item in this Article according to Specification Section 01300 Submittals, for
infonnation only, unless otherwise indicated.
B.
Schedule of demolition activities indicating the following:
1. Detailed sequence of demolition and removal work, with starting and ending dates for each
activity.
c.
Record drawings at Project closeout according to "Contract Closeout" procedures.
1. Identify and accurately locate capped utilities and other subsurface structural, electrical, or
mechanical conditions.
QUALITY ASSURANCE
A. Demolition Finn Qualifications: Engage an experienced firm that has successfully completed
demolition Work similar to that indicated for this Project.
B. . Regulatory Requirements: Comply with governing EP A notification regulations before starting
demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.
PROJECT CONDITIONS
A.
Site improvements to have selective demolition will be vacated and their use will be discontinued.
B.
Owner assumes no responsibility for actual condition of buildings to be demolished.
1. Conditions existing at time of inspection for bidding purpose will be maintained by
Owner as far as practical.
SELECTNE DEMOLITION
01732-1
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3.8
adjacent areas to condition existing before start of demolition.
3.6
DEMOLITION
A. Selective Demolition: Demolish portions of the site improvements completely and remove from the
site. Use methods required to complete Work within limitations of governing regulations and as
follows:
1. Dispose of demolished items and materials promptly. On-site storage or sale of removed
items is prohibited.
B.
Damages: Promptly repair damages to adjacent work caused by demolition operations.
3.7
DISPOSAL OF DEMOLISHED MATERIALS
A. General: Promptly dispose of demolished materials.
accumulate on-site.
Do not allow demolished materials to
B.
Burning: Do not burn demolished materials.
C. Disposal: Transport demolished materials off Owner's property and legally disposes of them
SCHEDULE
A.
The site will be available for the time of construction.
B. All work must be complete and accepted in conformance with documented schedule.
END OF SECTION
SELECTIVE DEMOLITION
01732-3
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1.3
DIVISION 1 - GENERAL REQUIREMENTS
SECTION 01770 - CLOSEOUT PROCEDURES
PART 1- GENERAL
1.1
SUMMARY
A. This Section includes administrative and'procedural requirements for contract closeout, including, but
not limited to, the following:
1. Inspection Procedures.
2. Record Drawings.
3. Closeout Documentation.
4. Operations and Maintenance (0 & M) Manuals.
1.2
SUBSTANTIAL COMPLETION
A.
Preliminary Procedures: Before requesting inspection for detennining date of Substantial
Completion, the Contractor shall complete the following:
1. Prepare a list of items to be completed and corrected "Preliminary Punch List", indicate the
value of items. on the list, and reasons why. the Work is not complete. The Architect will
evaluate and add items as necessary at time of inspection..
2. Advise Owner of pending insurance change over requirements.
3. Submit specific warranties, workmanship bonds, maintenance service agreements, final
certifications, and similar documents.
4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to
services and utilities. Include occupancy permits, operating certificates, and similar releases.
5. Prepare and submit Project Record "Red Lined Prints", operation and maintenance manuals,
and similar final record information.
6. Deliver tools, spare parts, extra materials, and similar items to a location designated by the
Owner. Label with manufacturer's name and model number where applicable.
7. Make final change over of permanent locks and deliver keys to Owner. Advise Owner's
personnel of change over security provisions.
8. Complete startup testing of systems.
9. Submit test records and certify water systems sterilization tests.
10. Terminate and remove temporary facilities from Project site, along with mockups,
construction tools, and similar elements.
11. Advise Owner of change over in power and other utilities.
12. Sub:JIrit change over information related to Owner's occupancy, use, operation, and
maintenance. ,
13. Complete final cleaning requirements, including touch-up painting.
14. Touch-up and otherwise r.epair and restore marred exposed finishes to eliminate visual
defects. . .
B. Inspection: Submit a written request for inspection for Substantial Completion.
1. Results of completed inspection will form the basis of requirements for Substantial
Completion.
2. Contractor shall identify the schedule to complete all work for certified "Final Completion".
FINAL COMPLETION
A.
Preliminary PrQcedures: Before requesting Final Inspection for determining date of Final Completion,
complete the following: .. . .
1. Submit a Final Application for Payment according to Division I Section "Payment
Procedures" .
2. Submit certified copy of Architect's Substantial Completion inspection list of items to be
completed or corrected (Preliminary Punch List), endorsed and dated by Architect. .. The
certified copy of the list shall state that each item has been completed or otherwise resolved
for acceptance.
3. Instruct Owner's personnel in operation, adjustment, and maintenance of products,
equipment, and systems. Provide documentation of training.
CLOSEOUT PROCEDURES
01770-1
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and Operations and Maintenance manuals are completed.
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B.
The balance of the warranties, operations and maintenance material shall be divided into manageable
sections and binders. See Section 01300 Submittals.
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2.3
OPERATIONS AND MAINTENANCE MANUAL
I
A. Submit three copies of each manual. Label and index each manual. Include project title and date of
submittal.
1. Use heavy duty 3-ring binders to accommodate data. Provide protective sleeves for loose
and odd sized manufacturer's information.
2. Divide manuals into major categories, Division 1 - 16 per specification section:
a. Tab 1 General- Division 1.
b. Tab 2 CiviVStructural
c. Tab 3-12 Architectural
d. Tab 15 Mechanical
e. Tab 16 Electrical
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B.
Include all required warranties and manufacturers data as required per each section of the specification.
1. Contractor shall review specification, log and track the necessary warranties.
2. Architect will review submittal log with Owner for completeness.
3. Include procedures to follow and required notifications for warranty claims.
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c.
Include copies of transmittals for required materials.
D.
Include maintenance procedures for installed products.
1. Inspection procedures.
2. Types of cleaning agents to be used and method of cleaning.
3. List of cleaning agents and methods of cleaning detrimental to product.
4. Provide schedule for routine cleaning and maintenance.
5. Repair instructions.
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END OF SECTION
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CLOSEOUT PROCEDURES
01770-3
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DIVISION 2 - SITEWORK
SECTION 02210 - TOPSOIL & FINISH GRADING
PART 1 - GENERAL
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1.1 SUMMARY
A.
This Section includes the following:
1. Topsoil.
2. Finish Grading.
3. Topsoil stripping, stockpiling, and rough grading.
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1.2
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JOB CONDITIONS
A. Topsoil Quantity: Existing Topsoil quantity is not sufficient for completion of work of this Section.
Provide additional imported topsoil at no additional cost to the Owner to complete the fInish grading
and topsoil.
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2.1
PART 2 - PRODUCTS
MATERIALS
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A.
Topsoil: Natural, friable, fertile, fIne loamy soil possessing characteristics of representing topsoils on
the vicinity which produce a heavy growth: free from subsoil, weeds, litter, sods, stiff clay, stones
larger than one inch diameter, stumps, roots, trash, toxic substances, or any materials which may be
harmful to plant growth or hinder planting operations; having a minimum pH of 6.0 and a maximum
pH on.o and obtained from naturally well drained areas which have never been stripped before. The.
pH testing results of the new topsoil shall be submitted to the Owner/Architect prior to beginning
planting operations. Topsoil shall not be delivered in a frozen or muddy condition.
PART 3 - EXECUTION
3.1 INSTALLATION
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A.
Spread topsoil after sub grade has been regraded and approved by Architect.
B.
Before depositing and spreading topsoil, rake subsoil surface clean of stones, debris or rubbish and
loosen to a depth of 3-inches.
C. Establish fInish grades and place topsoil at planting and lawn areas.
D.
Spread, rake, compact and manipulate topsoil to form a settled thickness of 3-inches throughout all
lawn areas and a thickness of 6-inches throughout all shrub and/or ground cover beds.
1. Finish grade for all areas shall be 2-inches below adjacent paved suIfaces or curbs.
2. Allow sufficient space for placement of 3-inch layer of mulCh in planting beds.
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E. Remove hard clods, stiff clay, sods, stones, roots, sticks, and debris over I-inch.
Do not spread topsoil in muddy or frozen conditions.
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3.2
FIELD QUALITY ASSURANCE
Remove from site, and legally dispose of, excess topsoil.
Provide positive drainage from all fInished graded areas.
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B.
A. Finish grade shall have a minimum deviation from proposed grades of not more than I-inch in lO-feet.
Provide fInish surface free of ruts. rocks, and clods.
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TOPSOIL & FINISH GRADING
02210-1
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DIVISION 2 - SITEWORK
SECTION 02230 - SITE CLEARING
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
I. Protecting existing trees and vegetation to remain.
2. Removing trees and other vegetation.
3. Clearing and grubbing.
4. Topsoil stripping and stockpiling.
5. Removing above-grade site improvements.
6. Removing below-grade site improvements.
1.2
DEFINITIONS
A. Topsoil: Natural or cultivated surface-soil layer containing organic matter and sand, silt, and clay
particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying sub-
soil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 2 inches in diame-
ter; and free of weeds, roots, and other deleterious materials.
1.3
MATERIALS OWNERSHIP
A. Except for materials indicated to be stockpiled or to remain Owner's property, cleared materials
shall become Contractor's property and shall be removed from the site.
1.4
PROJECT CONDITIONS
A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or
used facilities during site-clearing operations.
I. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities with-
out permission from Owner and authorities having jurisdiction.
2. Provide alternate routes around closed or obstructed traffic ways if required by authorities
having jurisdiction.
B. Notify utility locator service for area where Project is located before site clearing.
PART 2 - PRODUCTS
2.1 SOIL MATERIALS
A. Satisfactory Soil Materials: Requirements for satisfactory soil materials are specified in Divi-
sion 2 Section "Earthwork."
1. Obtain approved borrow soil materials off-site when satisfactory soil materials are not
available on-site.
PART 3 -EXECUTION
3.1
PREPARATION
A. Protect and maintain benchmarks and survey control points from disturbance during construction.
B.
Provide erosion-control measures to prevent soil erosion and discharge of soil-bearing water run-
off or airborne dust. The Contractor shall employ such measures necessary to control erosion and
sedimentation as outlined by Georgia Law. The Contractor shall employ these erosion control
measures during the construction of this project.
c.
Locate and clearly flag trees and vegetation to remain or to be relocated
D.
Protect existing site improvements to remain from damage during construction.
I. Restore damaged improvements to their original condition. as acceptable to Owner.
2. The contractor shall layout and stake all construction elements in the field and review the
layout with the Architect/Owner for approval prior to beginning any construction.
3. Excessive tree removal is not permitted and protection of vegetation outside work areas is
specifically required.
SITE CLEARING
02230-1
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4.
Stockpile surplus topsoil and allow for respreading & topsoil restoration.
3.6
SITE IMPROVEMENTS
A. Remove existing above- and below-grade improvements as indicated and as necessary to facilitate
new construction.
3.7
DISPOSAL
A.
Disposal: Remove obstructions, demolished materials, and waste materials, including trash and
debris, and legally dispose of them off Owner's property. Burning on Owner's Property will be al-
lowed by the Owner in areas approved by the Owner. Contractor must obtain the necessary per-
mits for burning on site.
END OF SECTION
SITE CLEARlNG
02230-3
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DIVISION 2 - SITE CONSTRUCTION
SECTION 02300 - EARTHWORK
PART 1 - GENERAL
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1.1 RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary Condi-
tions and Division 1 Specification Sections, apply to this Section.
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SUMMARY
A.
This Section includes the following:
1. Preparing sub grades for slabs-on-grade walks pavements lawns and grasses.
2. Excavating and backfilling for buildings and structures.
3. Drainage course for slabs-on-grade.
4. Subbase course for concrete pavements.
5. Subbase and base course for asphalt paving.
6. Subsurface drainage backfill for walls and trenches.
7. Excavating and backfilling for utility trenches.
8. Excavating and backfilling trenches for buried mechanical and electrical utilities and pits
for buried utility structures.
DEFINITIONS
A. Backfill: Soil material or controlled low-strength material used to fill an excavation.
1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to
support sides of pipe.
2. Final Backfill: Backfill placed over initial backfill to fill a trench.
B.
Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill.
c.
Excavation: Removal of material encountered above sub grade elevations and to lines and dimen-
sions indicated.
1. Authorized Additional Excavation: Excavation below sub grade elevations or beyond in-
dicated lines and dimensions as directed by Architect. Authorized additional excavation
and replacement material will be paid for according to Contract provisions for changes in
the Work.
2. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated
lines and dimensions without direction by Architect. Unauthorized excavation, as well as
remedial work directed by Architect, shall be without additional compensation.
Fill: Soil materials used to raise existing grades.
Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and
electrical appurtenances, or other man-made stationary features constructed above or below the
grOund surface.
Subgrade: . SUrface or elevation remaining after completing excavation, or top surface of a fill or
backfill immediately below subbase, drainage fill, or topsoil materials.
Utilities: On-site underground pipes, conduits, ducts, and cables, as well as underground services
within buildings.
1.4 PROJECT CONDITIONS
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A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless
pennitted in writing by Architect and then only after arranging to provide temporary utility ser-
vices according to requirements indicated.
1. Notify Architect not less than two days in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without Architect's written pennission.
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EARTHWORK 02300 - 1
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3.9
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3.10
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3.11
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1. Excavations for Footings and Foundations: Do not disturb bottom of excavation. Exca-
vate by hand to final grade for placing concrete. Trim bottoms to required lines and
grades to leave solid base to receive other work.
3.6
SUBGRADE INSPECTION
A.
Notify Architect when excavation work is complete.
B. If Architect determines that unsatisfactory soil is present, continue excavation and replace with
compacted backfill or fill material as directed.
3.7
BACKFILL
A.
Place and compact backfill in excavations promptly, but not before completing the following:
1. Removing trash and debris.
3.8
COMPACTION OF SOIL BACKFILLS AND FILLS
A. Compact soil materials to not less than the following percentages of maximum dry unit weight ac-
cording to ASTM D 1557:
1. Under lawn or unpaved areas, scarify and recompact top 6 inches below sub grade and
compact each layer of backfill or fill soil material at 90 percent.
GRADING
A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply
with compaction requirements and grade to cross sections, lines, and elevations indicated.
1. Provide a smooth transition between adjacent existing grades and new grades.
2. Cut out soft spots, fill low spots. and trim high spots to comply with required surface tol-
erances.
PROTECTION
A.
Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep
free of trash and debris.
B.
Repair and reestablish grades to specified tolerances where completed or partially completed sur-
faces become eroded, rutted, settled, or where they lose compaction due to subsequent construc-
tion operations or weather conditions.
C.
Where settling occurs before Project correction period elapses, remove finished surfacing, backfill
with additional soil material, compact, and reconstruct surfacing.
1. Restore appearance, quality, and condition of finished surfacing to match adjacent work,
and eliminate evidence of restoration to greatest extent possible.
DISPOSAL OF SURPLUS AND WASTE MATERIALS
A.
Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soiL trash,
and debris, and legally dispose of it off Owner's property.
END OF SECTION
EARTHWORK
02300 - 3
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DIVISION 2 SITEWORK
SECTION 02361 - TERMITE CONTROL
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1.1
PART 1 - GENERAL
SUMMARY
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1.2
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A. This Section includes soil treatment for termite control:
1. Pipe trenches.
2. Footings and foundations.
3. Below all concrete slab on grade and sidewalks.
4. Backfill areas at building perimeter.
QUALITY ASSURANCE
A.
All work shall be done by a bonded subcontractor licensed in accordance with regulations of the State
of South Carolina, whose principal business is extermination and treatment for pest control and who
can show evidence of at least five years of successful operation in the field of Pest Control. Evidence
of such qualifications shall be submitted to the Architect for approval prior to beginning the work.
B.
Comply with manufacturer's instructions and recommendations for preparing substrate and application.
C.
Use only termiticides that bear a federal registration number of the EP A and are approved by the State
of South Carolina.
1.3 SUBMITTALS
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1.4
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A.
Warranty
1. Furnish 2-copies of written guarantee certifying the applied soil poisoning treatment will
prevent infestation of subterranean termites and, if subterranean termite activity is discovered
during the guarantee period, the Subcontractor will re-treat soil & repair/replace damage
caused by termite infestation at no cost to Owner.
2. Provide guarantee for a period of five (5) years from date of treatment, signed by the
Applicator and the Subcontractor. Cost of 5-year guarantee to be included in the Base Bid.
a. Cover areas of new work.
3. Owner reserves the right to renew warranty for additional five years. Submit cost of
guarantee extension.
4. Draw the guarantee in favor of the Owner and submit a sample form of guarantee to the
Architect for approval before beginning the work.
JOB CONDITIONS
A.
Installer must examine finished surfaces which are to receive soil treatment & other areas that are a
component of this work, and shall notifY the Architect, in writing, of conditions detrimental to proper
and timely completion of the work. Do not proceed with installation until unsatisfactory conditions
have been corrected in a manner acceptable to the installer, after excavating, filling and grading
operations are completed for each construction operation.
B.
Protect contiguous work & materials- from spattering, deterioration or other harmful effects might
result from the installation of this product. Damage to existing work will be compensated for by the
installer of this product.
c.
To ensure penetration, do not apply soil treatment to frozen or excessively wet soils or duting
inclement weather. Comply with handling and application instructions of the soil toxicant
manufacturer.
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A.
1.5 DELIVERY, STORAGE, AND HANDLING
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Deliver materials in manufacturer's unopened containers with manufacturer's labels and seals
identifYing content, and comply with manufacturer's instructions for storage and handling.
TERMITE CONTROL
02361-1
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3.4
CERTIFICATION
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A.
Provide certification letter from a licensed installer confirming the complete termite treatment
installation. Provide a bonded warranty for a five-year period with a yearly inspection and
recertification. Warranty and certification shall cover building area.
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END OF SECTION
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TERMITE CONTROL
02361-3
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DIVISION 2 - SITE CONSTRUCTION
SECTION 02920 - LAWNS AND GRASSES
PART 1 - GENERAL
1.1 SUMMARY
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A.
This Section includes the following:
I. Seeding.
2. Sodding.
3. Lawn renovation.
1.2 DEFINITIONS
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1.3
SUB MITT ALS
A.
Product Data: For each type of product indicated.
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1.4
QUALITY ASSURANCE
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1.5
DELIVERY, STORAGE, AND HANDLING
A.
Finish Grade: Elevation of finished surface of planting soil.
B.
Manufactured Soil: Soil produced off-site by homogeneously blending mineral soils or sand with
stabilized organic soil amendments to produce topsoil or planting soil.
c.
Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to be-
come topsoil; mixed with soil amendments.
D. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of
a fill or backfill immediately beneath planting soil.
B.
Certification of Grass Seed: From seed vendor for each grass-seed monostand or mixture stating
the botanical and common name and percentage by weight of each species and variety, and per-
centage of purity, germination, and weed seed. Include the year of production and date ofpackag-
mg.
A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful
lawn establishment.
1. Installer's Field Supervision: Require Installer to maintain an experienced full-time su-
pervisor on Project site when planting is in progress.
B.
Topsoil Analysis: Furnish soil analysis by a qualified soil-testing laboratory stating percentages of
organic matter; gradation of sand, silt, and clay content; cation exchange capacity; deleterious ma-
terial; pH; and mineral and plant-nutrient content of topsoil.
I. Report suitability of topsoil for lawn growth. State recommended quantities of nitrogen,
phosphorus, and potash nutrients and soil amendments to be added to produce satisfactory
topsoil.
c.
Preinstallation Conference: Conduct conference at Project site to comply with requirements in
Division I Section "Project Management and Coordination."
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B.
A. Seed: Deliver seed in original sealed, labeled, and undamaged containers.
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Sod: Harvest, deliver, store, and handle sod according to requirements in TPI's "Specifications for
Turfgrass Sod Materials" and "Specifications for Turfgrass Sod Transplanting and Installation" in
its "Guideline Specifications to Turfgrass Sodding."
LA WNS AND GRASSES
02920 - 1
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2.3
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2.4
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TOPSOIL
A.
Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of 4 percent organic material coment;
free of stones I inch or larger in any dimension and other extraneous materials harmful to plant
growth.
1. Topsoil Source: Import topsoil or manufactured topsoil from off-site sources. Obtain top-
soil displaced from naturally well-drained construction or mining sites where topsoil oc-
curs at least 4 inches deep; do not obtain from agricultural land bogs or marshes.
INORGANIC SOIL AMENDMENTS
A.
Lime: ASTM C 602, agricultural limestone containing a minimum 80 percent calcium carbonate
equivalent and as follows:
1. Class: Class T, with a minimum 99 percent passing through No.8 sieve and a minimum
75 percent passing through No. 60 sieve.
Class: Class 0, with a minimum 95 percent passing through No.8 sieve and a minimum
55 percent passing through No. 60 sieve.
Provide lime in form of dolomitic limestone.
2.
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A.
2.5 PLANTING ACCESSORIES
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2.6
Selective Herbicides: EP A registered and approved, of type recommended by manufacturer for
application.
A.
FERTILIZER
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2.7
Slow-Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water-insoluble ni-
trogen, phosphorus, and potassium in the following composition:
1. Starter Fertilizer: 20% nitrogen, 10% phosphorous, and 10% potassium, by weight.
2. Lawn Builder: 30% nitrogen, 3% phosphorous, and 10% potassiumb
A.
MULCHES
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Straw Mulch: Provide air-dry, clean, mildew- and seed-free, salt hay or threshed straw of wheat,
rye, oats, or barley.
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2.8 EROSION-CONTROL MATERIALS
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Erosion-Control Blankets: Biodegradable wood excelsior, straw, or coconut-fiber mat enclosed in
a photodegradable plastic mesh. Include manufacturer's recommended steel wire staples, 6 inches
long.
B. Erosion-Control Fiber Mesh: Biodegradable twisted jute or spun-coir mesh, a minimum of 0.92
lb/sq. yd., with 50 to 65 percent open area. Include manufacturer's recommended steel wire sta-
ples, 6 inches long.
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3.1
PART 3 - EXECUTION
A.
EXAMINATION
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Examine areas to receive lawns and grass for compliance with requirements and other conditions
affecting performance. Proceed with installation only after unsatisfactory conditions have been
corrected.
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3.2 PREPARATION
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Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, and plamings
from damage caused by planting operations.
1. Protect adjacent and adjoining areas from hydroseeding overspray.
LAWNS AND GRASSES
02920 - 3
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2. Bond straw mulch by spraying with asphalt emulsion at the rate of 10 to 13 gal./lOOO sq.
ftoo Take precautions to prevent damage or staining of structures or other plantings adja-
cent to mulched areas. Immediately clean damaged or stained areas.
3.5
HYDRO SEEDING
A. Hydroseeding: Mix specified seed, fertilizer, and fiber mulch in water, using equipment specifi-
cally designed for hydroseed application. Continue mixing until uniformly blended into homoge-
neous slurry suitable for hydraulic application.
1. Mix slurry with nonasphaltic tackifier.
2. Apply slurry uniformly to all areas to be seeded in a one-step process. Apply mulch at a
minimum rate of 1500-lb/acre dry weight but not less than the rate required to obtain
specified seed-sowing rate.
3. Apply slurry uniformly to all areas to be seeded in a two-step process. Apply first slurry
application at a minimum rate of 500-1b/acre dry weight but not less than the rate required
to obtain specified seed-sowing rate. Apply slurry cover coat of fiber mulch at a rate of
1000 lb/acre.
3.6
SODDING
A.
Lay sod within 24 hours of harvesting. Do not lay sod if dormant or if ground is frozen or muddy.
B.
Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or
overlap. Stagger sod strips or pads to offset joints in adjacent courses. A void damage to subgrade
or sod during installation. Tamp and roll lightly to ensure contact with subgrade, eliminate air
pockets, and form a smooth surface. Work sifted soil or fme sand into minor cracks between
pieces of sod; remove excess to avoid smothering sod and adjacent grass.
1. Lay sod across angle of slopes exceeding 1:3.
2. Anchor sod on slopes exceeding 1:6 with wood pegs or steel staples spaced as recom-
mended by sod manufacturer but not less than 2 anchors per sod strip to prevent slippage.
c.
Saturate sod with fine water spray within two hours of planting. During first week, water daily or
more frequently as necessary to maintain moist soil to a minimum depth of 1-112 inches below
sod.
3.7
LAWN RENOVATION
A.
Renovate existing lawn damaged by Contractor's operations, such as storage of materials or
equipment and movement of vehicles.
1. Reestablish lawn where settlement or washouts occur or where minor regrading is re-
quired.
B.
Remove sod and vegetation from diseased or unsatisfactory lawn areas; do not bury in soil.
c.
Remove topsoil containing foreign materials resulting from Contractor's operations, including oil
drippings, fuel spills, stone, gravel, and other construction materials, and replace with new topsoil.
D. Mow, dethatch, core aerate, and rake existing lawn.
E.
Remove weeds before seeding. Where weeds are extensive, apply selective herbicides as required.
Do not use pre-emergence herbicides.
. F.
Remove waste and foreign materials, including weeds, soil cores, grass, vegetation, and turf, and
legally dispose of them off Owner's property.
G.
Till stripped, bare, and compacted areas thoroughly to a soil depth of 6 inches.
H.
Apply soil amendments and initial fertilizers required for establishing new lawns and mix thor-
oughly into top 4 inches of existing soil. Provide new planting soil to fill low spots and meet fin-
ish grades.
LA WNS AND GRASSES
02920 - 5
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DIVISION 3 - CONCRETE
SECTION 03300 - CAST-IN-PLACE CONCRETE
PART] - GENERAL
1.1 SUMMARY
A. This Section specifies cast-in place concrete, including formwork, reinforcement, concrete materi-
als, mixture design, placement procedures, and finishes, for the following:
1. Slabs-on-grade.
1.2
DEFINITIONS
A.
Cementitious Materials: Portland cement alone or in combination with one or more of the follow-
ing: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast-furnace slag,
and silica fume; subject to compliance with requirements.
1.3
SUB MITT ALS
A.
Product Data: For each type of product indicated.
B.
Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteris-
tics of materials, Project conditions, weather, test results, or other circumstances warrant adjust-
ments.
1. Indicate amounts of mixing water to be withheld for later addition at Project site.
c.
Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and
placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar dia-
grams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and
supports for concrete reinforcement.
D.
Qualification Data: For manufacturer and testing agency.
E.
Floor surface flatness and levelness measurements to determine compliance with specified toler-
ances.
F. Field quality-control test and inspection reports.
G.
Minutes of preinstallation conference.
1.4 QUALITY ASSURANCE
A.
Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACI-
certified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete
Flatwork Technician.
B.
Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete prod-
ucts and that complies with ASTM C 94/C 94M requirements for production facilities and equip-
ment.
1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete
Production Facilities."
c.
Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdic-
tion, qualified according to ASTM C 1077. and ASTM E 329 for testing indicated.
1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Techni-
cian, Grade 1, accordingtoACI CP-01 or an equivalent certification program.
2. Personnel performing laboratory tests shall be ACI-certified Concrete Strength Testing
Technician and Concrete Laboratory Testing Technician - Grade I. Testing Agency labo-
ratory supervisor shall be an ACI-certified Concrete Laboratory Testing Technician _
Grade II.
3. Contractor shall engage and pay all costs.
CAST IN-PLACE CONCRETE
03300 - 1
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2.4 REINFORCEMENT ACCESSORIES
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A.
J oint Dowel Bars: ASTM A 6151 A 615M, Grade 60, plain-steel bars, cut bars true to length with
ends square and free of burrs.
B.
Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening
reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel
wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of b'Teater
compressive strength than concrete and as follows:
1. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use
CRSl Class 1 plastic-protected steel wire or CRSl Class 2 stainless-steel bar supports.
CONCRETE MATERIALS
A.
Cementitious Material: Use the following cementitious materials, of the same type, brand, and
source, throughout Project:
1. Portland Cement: ASTM C 150, Type I,.
a. Fly Ash: ASTM C 618, Class C or F.
B.
Normal-Weight Aggregates: ASTM C 33, Class 3M coarse aggregate or better, graded. Provide
aggregates from a single source.
1. Maximum Coarse-Aggregate Size: 1 inch nominal.
C.
Water: ASTM C 94/C 94M and potable.
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2.6 ADMIXTURES
A.
Air-Entraining Admixture: ASTM C 260.
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2.7
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B.
Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other
admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in
hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.
FIBER REINFORCEMENT
A.
Synthetic Fiber: Monofilament polypropylene fibers engineered and designed for use in concrete
pavement, complying with ASTM C 1116, Type III, 1/2 to 1-1/2 inches long.
1. Products:
a. Monofilament Fibers:
1) Axim Concrete Technologies; Fibrasol lIP.
2) Euclid Chemical Company (The); Fiberstrand 100.
3) FORTA Corporation; Forta Mono.
4) Grace Construction Products, W. R. Grace & Co.; Grace MicroFiber.
5) Metalcrete Industries; Polystrand 1000.
6) SI Concrete Systems; Fibermix Stealth.
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A.
2.8 CURING MATERIALS
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B.
c.
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2.9
Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.
Water: Potable.
Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, non-
dissipating.
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A.
RELATED MATERIALS
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Expansion- and Isolation-Joint-Filler Strips: ASTM D1751, asphalt-saturated cellulosic fiber.
CAST-IN-PLACE CONCRETE
03300 - 3
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2.13
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CONCRETE MIXING
A.
Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to
ASTM C 94/C 94M, and furnish batch ticket information.
1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from
1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and
delivery time to 60 minutes. '
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3.1
PART 3 - EXECUTION
FORMWORK
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H.
A.
Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support venical, lat-
eral, static, and dynamic loads, and construction loads that might be applied, until structure can
suppon such loads.
B.
Construct forms tight enough to prevent loss of concrete mortar.
c.
Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide
crush or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms
for inclined surfaces steeper than 1.5 horizontal to 1 vertical.
1. Install keyways, reglets, recesses, and the like, for easy removal.
2. Do not use rust-stained steel form-facing material.
D.
Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations
and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use
strike-off templates or compacting-type screeds.
E.
Provide temporary openings for cleanouts and inspection ports where interior area of form work is
inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent
loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations.
F.
Chamfer exterior corners and edges of permanently exposed concrete.
G.
Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and
other debris just before placing concrete.
Coat contact surfaces of forms with form-release agent, according to manufacturer's written in-
structions, before placing reinforcement.
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A.
3.2 EMBEDDED ITEMS
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3.3
Place and secure anchorage devices and other embedded items required for adjoining work that is
attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams. in-
structions, and directions furnished with items to be embedded.
1. Install anchor rods, accurately located, to elevations required and complying with toler-
ances in Section 7.5 of AISC's "Code of Standard Practice for Steel Buildings and
Bridges. "
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A.
REMOVING AND REUSING FORMS
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3.4
When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align
and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless
approved by Architect.
A.
VAPOR RETARDERS
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Plastic Vapor Retarders: Place, protect, and repair vapor retarders according to ASTM E 1643 and
manufacturer's written instructions.
1. Lap joints 6 inches and seal with manufacturer's recommended tape.
CAST-IN-PLACE CONCRETE
03300 - 5
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3.8
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3.9
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B.
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c.
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sary to consolidate concrete and complete embedment of reinforcement and other em-
bedded items without causing mixture constituents to segregate.
D.
Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of
construction joints, until placement of a panel or section is complete.
1. Consolidate concrete during placement operations so concrete is thoroughly worked
around reinforcement and other embedded items and into comers.
Maintain reinforcement in position on chairs during concrete placement.
Screed slab surfaces with a straightedge and strike off to correct elevations.
Slope surfaces uniformly to drains where required.
Begin initial floating using bull floats or darbies to fOnTI a uniform and open-texmred sur-
face plane, before excess bleedwater appears on the surface. Do not further disturb slab
surfaces before starting finishing operations.
2.
^'
.).
4.
5.
E.
Cold- Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from
physical damage or reduced strength that could be caused by frost, freezing actions, or low tem-
peratures.
1. When average high and low temperature is expected to fall below 40 deg F for three suc-
cessive days, maintain delivered concrete mixture temperature within the temperature
range required by ACI 301.
2. Do not use frozen materials or materials containing ice or snow. Do not place concrete
on frozen sub grade or on subgrade containing frozen materials.
3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or
chemical accelerators unless otherwise specified and approved in mixture designs.
F.
Hot-Weather Placement: Comply with ACI 301 and as follows:
1. Maintain concrete temperature below 90deg F at time of placement. Chilled mixing wa-
ter or chopped ice may be used to control temperature, provided water equivalent of ice is
calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is
Contractor's option.
2. Fog-spray forms, steel reinforcement, and sub grade just before placing concrete. Keep
sub grade uniformly moist without standing water, soft spots, or dry areas.
FINISHING FORMED SURFACES
A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes
and defects repaired and patched. Remove fms and other projections that exceed specified limits
on formed-surface irregularities.
1. Apply to concrete surfaces not exposed to public view.
B.
Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an
orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and de-
fects. Remove fins and other projections that exceed specified limits on formed-surface irregulari-
ties.
1. Apply to concrete surfaces exposed to public view, to receive a rubbed finish, to be cov-
ered with a coating or covering material applied directly to concrete.
FINISHING FLOORS AND SLABS
A. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing
operations for concrete surfaces. Do not wet concrete surfaces.
Scratch Finish: While still plastic, texture concrete surface that has been screeded and bull-floated
or darbied. Use stiff brushes, brooms, or rakes to produce a profile amplitude of 1/4 inch in 1 di-
rection.
1. Apply scratch finish to surfaces indicated.
Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small or
inaccessible to power driven floats. Restraighten, cut down high spots, and fill low spots. Repeat
float passes and restraightening until surface is left with a uniform. smooth, granular texture.
1. Apply float finish to surfaces indicated to receive trowel fmish.
CAST-IN-PLACE CONCRETE
03300 - 7
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3.12
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3.
a. Moisture cure or use moisture-retaining covers to cure concrete surfaces to re-
ceive floor coverings.
b. Moisture cure or use moisture-retaining covers to cure concrete surfaces to re-
ceive penetrating liquid floor treatments.
c. Cure concrete surfaces to receive floor coverings with either a moisture-
retaining cover or a curing compound that the manufacturer certifies wIll not in-
terfere with bonding of floor covering used on Project..
Curing Compound: Apply uniformly in continuous operation by power spray or roller
according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall
within three hours after initial application. Maintain continuity of coating and repair
damage during curing period.
a. After curing period has elapsed, remove curing compound without damaging
concrete surfaces by method recommended by curing compound manufac-
turer unless manufacturer certifies curing compound will not interfere with
bonding of floor covering used on Project.
FIELD QUALITY CONTROL
A. Testing and Inspecting: Architect will engage a special inspector and qualified testing and in-
specting agency to perform field tests and inspections and prepare test reports.
B. Inspections:
1. Steel reinforcement placement.
2. Headed bolts and studs.
3. Verification of use of required design mixture.
4. Concrete placement, including conveying and depositing.
5. Curing procedures and maintenance of curing temperature.
6. Verification of concrete strength before removal of shores and forms from beams and
slabs.
c.
Concrete Tests: Testing of composite samples of fresh concrete obtained according to
ASTM C 172 shall be performed according to the following requirements:
1. Testing Frequency: Obtain one composite sample for each day's pour of each concrete
mixture exceeding 5 cu. yd., but less than 25 cu. yd., plus one set for each additional 50
cu. yd. or fraction thereof.
2. Slump: ASTM C 143/C 143M; one test at point of placement for each composite sample,
but not less than one test for each day's pour of each concrete mixture. Perform addi-
tional tests when concrete consistency appears to change.
3. Air Content: ASTM C 231, pressure method, for normal-weight concrete; one test for
each composite sample, but not less than one test for each day's pour of each concrete
mixture.
4. Concrete Temperature: ASTM C 1064/C 1064M; one test hourly when air temperature is
40 deg F and below and when 80 deg F and above, and one test for each composite sam-
ple.
5. unit Weight: ASTM C 567, fresh unit weight of structural lightweight concrete; one test
for each composite sample, but not less than one test for each day's pour of each concrete
mixture.
6. Compression Test Specimens: ASTM C 31/C 31M.
7. Compressive-Strength Tests: ASTM C 39/C 39M; test one set of two laboratory-cured
specimens at 7 days and one set of two specimens at 28 days.
a. A compressive-strength test shall be the average compressive strength from a set
of two specimens obtained from same composite sample and tested at age indi-
cated.
8. Test results shall be reported in writing to Architect, concrete manufacturer, and Contrac-
tor within 48 hours of testing. Reports of compressive-strength tests shall contain Project
identification name and number, date of concrete placement, name of concrete testing and
inspecting agency, location of concrete batch in Work. design compressive strength at 28
days, concrete mixture proportions and materials, compressive breaking strength, and
type of break for both 7- and 28-day tests.
9. Additional Tests: Testing and inspecting agency shall make additional tests of concrete
when test results indicate that slump, air entrainment, compressive strengths, or other re-
CAST-IN-PLACE CONCRETE
03300 - 9
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DIVISION 4 - MASONRY
SECTION 04200 - CONCRETE MASONRY
PART 1- GENERAL
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1.1 DESCRIPTION
A.
Section Includes: Requirements for providing structural concrete masonry work above and below
grade.
1.
2.
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Load bearing.
Veneered walls.
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1.2 QUALITY ASSURANCE
A.
Engineered Masonry: ACI 530.1-05, Building Code Requirements and Specifications for
Masonry.
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1.3
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1.4
1
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1.5
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A.
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B.
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SUBMITTALS
A.
Submit following Section 01330
1. Concrete Block Samples
2. Submit at least 4 blocks of each type required before purchase and delivery. Do not
purchase blocks until AlE has approved samples.
B.
Submit foHowing Section 01450 before delivery to site. Certificates of Compliance:
1. Bricks
2. Concrete blocks
3. Prepackaged mortar mix
4. Portland cement
5. Masonry cement
DELIVERY, HANDLING, AND STORAGE
A.
Deliver cement, lime, and other cementitious materials to site and store in unbroken bags, barrels,
or other approved containers, plainly marked and labeled with manufacturer's names and brands.
B.
Handle masonry units to avoid chipping and breakage, and store off ground on wood blocks,
pallets, or other means.
c.
Store mortar materials in dry, weather tight sheds or enclosures, to prevent inclusion of foreign
materials and damage by water or dampness.
PROJECT CONDITIONS
Masonry Placement
1. Do not place masonry when air temperature falls below 40 degrees F or when
temperatures below 40 degrees F are likely within 72 hours after mortar is placed, unless
AlE approves adequate means for protecting work from freezing.
2. Heat and maintain temperature of masonry materials at not less than 40 degrees F but not
more than 160 degrees F and maintain air temperature above 40 degrees F on both sides
of masonry for not less than 72 hours.
3. Do not work with or on frozen materials.
4. Protect new work against freezing weather for period of 72 hours after masonry is placed.
During hot weather, protect masonry from direct rays of sun.
1. Cover or wet all finished work for period of 3 days after placing.
2. When ambient air temperature is warmer than 95 degrees F or when it appears probable
that temperatures above 95 degrees F will be encountered, protect work from sun and
prevent drying out for not less than 72 hours after masonry is placed.
CONCRETE MASONRY
04200-1
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2.
Place fine grout in spaces less than 2 inches in any horizontal dimension and where
clearance between reinforcing and masonry is less than 3/4 inch.
Place coarse grout in spaces 2 inches or greater in any horizontal dimension and where
clearance between reinforcing and masonry is not less than 3/4 inch.
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3.
3.3
PLACING
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Workmanship
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A.
Place masonry plumb, true to line, with level and accurately spaced courses, and each course
breaking joint with course below.
B.
Make joints uniform in thickness with average thickness of any 3 consecutive joints 3/8 to 1/2
inch.
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c.
Remove mortar splashed or smeared on finished surfaces with stiff bristle brushes as work
progresses.
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D.
Grout masonry where indicated on design drawing.
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E. Joint reinforcement shall be provided in all masonry walls for seismic shear walls per mc 2006 as
specified herein and indicated on the drawings. Reinforcement shall be properly bonded at corners
by using prefabricated corner unit. Longitudinal laps shall be not less than 6 inches.
Reinforcement shall be placed in the first and second bed joints immediately above lintels and
below sills at openings and continuously in alternate horizontal joints (16 inches a.c.) unless
otherwise noted. Reinforcement in the first and second bed joints above or below openings shall
extend two feet beyond the opening. No reinforcement shall pass through vertical masonry control
joints.
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F. Install rebar in grouted cells continuous from footing to top of wall bond beam. Install vertical #5
rebar rods at 48" o.c. and (2) #5 bars at jambs, openings, and lintels. Conform with mc 2006.
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3.4
PROTECTION OF WORK
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Cover completed work each day to prevent rain or melting snow from penetrating mortar.
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END OF SECTION
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CONCRETENL\SONRY
04200-3
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DIVISION 5 - METALS
SECTION 05500 - METAL FABRICATIONS
PART 1 - GENERAL
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1.1 SUMMARY
A.
This Section includes the following:
1. Miscellaneous steel framing and supports.
2. Shelf angles.
3. Loose bearing and leveling plates.
4. Steel weld plates and angles.
5. Loose steel lintels.
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1.2
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SUBMITTALS
A.
Shop Drawings: Include plans, elevations, sections, and details of metal fabrications and their
connections. Show anchorage and accessory items.
B. Templates: For anchors and bolts.
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2.1
PART 2 - PRODUCTS
METALS
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A. Metal Surfaces, General: Provide materials with smooth, flat surfaces without blemishes.
B.
Ferrous Metals:
1. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
2. Steel Tubing: ASTM A 500, cold-formed steel tubing.
3. Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40), unless another weight is
indicated or required by structural loads.
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2.2 MISCELLANEOUS MATERIALS
A.
Universal Shop Primer: Fast-curing, lead- and chromate-free, universal modified-alkyd primer
complying with MPI #79.
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2.3
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B.
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c.
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D.
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FABRICATION
A.
General: Preassemble items in the shop to greatest extent possible. Use connections that maintain
structural value of joined pieces.
1. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges. Re
move sharp or rough areas on exposed surfaces.
2. Weld comers and seams continuously. Use materials and methods that minimize distor-
tion and develop strength and corrosion resistance of base metals. Obtain fusion without
undercut or overlap. Remove welding flux immediately. Finish exposed welds smooth
and blended.
Miscellaneous Framing and Supports: Provide steel framing and supports not specified in other
Sections as needed to complete the Work. Fabricate units from steel shapes, plates, and bars of
welded construction. Cut, drill, and tap units to receive hardware, hangers, and similar items.
Loose Steel Lintels: Fabricate loose steel lintels from steel angles and shapes of size indicated for
openings and recesses in masonry walls and partitions at locations indicated.
1. Lintels in Exterior Walls: Galvanize.
2. Shelf Angles: Fabricate shelf angles of sizes indicated and for attachment to framing.
Loose Bearing and Leveling Plates: Provide loose bearing and leveling plates for steel items bear-
ing on masonry or concrete construction. Drill plates to receive anchor bolts.
METAL FABRICATIONS
05500 - 1
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DIVISION 6 - CARPENTRY
SECTION 06100 - ROUGH CARPENTRY
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1.1
PART 1 - GENERAL
SUMMARY
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A. This Section includes the following:
1. Wood, furring, grounds, nailers, and blocking.
2. Stud walls, posts and wood framing.
1.2 DEFINITIONS
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A.
Rough Carpentry: Carpentry work not specified in other Sections and not exposed.
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1.3 SUBMITTALS
A.
General: Submit each item in this Article according to the Conditions of the Contract and Division 1
Section 01300.
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1.4
A.
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B.
Product Data for the following products:
1. Pressure Treated wood products.
DELIVERY, STORAGE, AND HANDLING
Keep materials under cover and dry. Protect from weather and contact with damp or wet surfaces.
Stack lumber, plywood, and other panels. Provide for air circulation within and around stacks and
under temporary coverings. For lumber and plywood pressure treated with waterborne chemicals,
place spacers between each bundle to provide air circulation.
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2.1
PART 2 - PRODUCTS
MANUFACTURERS
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2.2
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2.3
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A.
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B.
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A.
Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. W ood-Preservative- Treated Materials:
a. Baxter: J. H. Baxter Co.
b. Chemical Specialties, Inc.
c. Continental Wood Preservers, Inc.
d. Hickson Corp.
e. Hoover Treated Wood Products, Inc.
f. Osmose Wood Preserving, Inc.
LUMBER, GENERAL
A.
Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," and with
applicable grading rules of inspection agencies certified by ALSC's Board of Review.
1. Grade oflumber: Structural Select.
2. Species: White fir or southern yellow pine.
WOOD-PRESERV ATIVE-TREATED MATERIALS
General: Where lumber or plywood is indicated as preservative treated or is specified to be treated,
comply with applicable requirements of A WP A C2 (lumber) and A WP A C9 (plywood). Mark each
treated item with the Quality Mark Requirements of an inspection agency approved by ALSC's Board
of Review.
1. Do not use chemicals containing chromium or arsenic.
Pressure treat above ground items with waterborne preservatives to a minimum retention of 0.25 lb/cu.
ROUGH CARPENTRY
06100 - 1
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with the following:
1. CABO NER-272 for power-driven staples, P-nails, and allied fasteners.
2. Published requirements of metal framing anchor manufacrurer.
3. "Table 1705.1--Fastening Schedule," ofthe Standard Building Code.
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E. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to
view or will receive finish materials. Make tight connections between members. Install fasteners
without splitting wood; predrill as required.
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F. Use hot-dip galvanized or stainless-steel nails where rough carpentry is exposed to weather, in ground
contact, or in area of high relative humidity.
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G. Conform with lEC 2003 for all stud walls, bracing, lintels and general framing.
3.2
WOOD GROUNDS, NAILERS, BLOCKING, AND SLEEPERS
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A.
Install wood grounds, nailers, blocking, and sleepers where shown and where required for screeding or
attaching other work. Form to shapes shown and cut as required for true line and level of attached
work. Coordinate locations with other work involved.
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B.
Attach to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless
otherwise indicated. Build into masonry during installation of masonry work. Where possible, anchor
to formwork before concrete placement.
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END OF SECTION
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ROUGH CARPENTRY
061 00 - 3
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DIVISION 6 - WOOD & PLASTIC
SECTION 06200 - FINISH CARPENTRY
PART 1 - GENERAL
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1.1
SUMMARY
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A. This Section includes the following:
1. Exterior standing and running trim.
'") Interior standing and running trim for field-painted finish.
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B. Related Sections include the following:
1. Division 6 Section "Rough Carpentry" for furring, blocking, and other carpentry work not
exposed to view and for structural wood decking and framing exposed to view.
2. Division 9 Section "Painting" for priming and backpriming of finish carpentry.
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1.2
DEFINITIONS
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A. Inspection agencies, and the abbreviations used to reference them. include the following:
1. NELMA - Northeastern Lumber Manufacturers Association.
2. NHLA - National Hardwood Lumber Association.
3. NLGA - National Lumber Grades Authority.
4. RIS - Redwood Inspection Service.
5. SCMA" Southern Cypress Manufacturers Association.
6. SPIB - Southern Pine Inspection Bureau.
7. WCLIB - West Coast Lumber Inspection Bureau.
8. WWPA - Western Wood Products Association.
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1.3
SUB MITT ALS
1-
A.
Product Data: For each type of process and factory-fabricated product. Include construction
details, material descriptions, dimensions of individual components and profiles, textures, and
colors.
1.
Include data for wood-preservative treannent from chemical treatment manufacturer and
cenification by treating plant that treated materials comply with requirements. lndicate
type of preservative used, net amount of preservative retained, and chemical treannent
manufacturer's written instructions for handling, storing, installing, and finishing treated
material.
For products receiving a waterborne treannent, include statement that moisture content of
treated materials was reduced to levels specified before shipment to Project site.
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B.
Samples for Initial Selection: Color chans consisting of actual materials in small sections for trim
and molding type of material indicated.
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c.
Samples for Verification:
1. For each species and cut of lumber and panel products with nonfactory-applied finish.
with 1/2 of exposed surface finished, 50 sq. in. for lumber and 8 by 10 inches for panels.
2. For each fmish system and color of lumber and panel products with factory"applied
finish. 50 sq. in. (300 sq. em) for lumber and 8 by 10 inches (203 by 250 mm) for panels.
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1.4 QUALITY ASSURANCE
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A.
Installer Qualifications: A qualified installer.
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1.5 DELIVERY, STORAGE, AND HANDLING
A.
Protect materials against weather and contact with damp or wet surfaces. Stack lumber, plywood.
and other panels. Provide for air circulation within and around stacks and under temporary
covenngs.
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FINISH CARPENTRY
06200-1
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2.6
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2.7
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B.
Moldings: Made to patterns included in WMMPA WM 7. Wood moldings made from kiln-dried
stock and graded under WMMP A WM 4.
1. Moldings for opaque Finish: N-grade pine or fir. clear.
a. Provide material selected for compatible clear grain.
b. Comply with existing molding shapes.
MISCELLANEOUS MATERIALS
A.
Fasteners for Exterior Finish Carpentry: Provide nails or screws of the following materials, in
sufficient length to penetrate minimum 1-1/2 inch imo substrate. unless otherwise recommended
by manufacturer:
1. Stainless steel.
? Hot-dip galvanized steel.
3. Aluminum.
B.
Fasteners for Interior Finish Carpentry: Nails, screws, and other anchoring devices of type, size,
materiaL and finish required for application indicated to provide secure attachment. concealed
where possible.
1. Where finish carpentry materials are exposed in areas of high humidity, provide fasteners
and anchorages with hot-dip galvanized coating complying with ASTM A 153/A 153M.
c.
Glue: Aliphatic- or phenolic-resin wood glue recommended by manufacturer for general carpentry
use.
FABRICATION
A.
Wood Moisture Coment: Comply with requirements of specified inspection agencies and with
manufacturer's written recommendations for moisture content of finish carpentry at relative
humidity conditions existing during time of fabrication and in installation areas.
B.
Back out or kerf backs of the following members, except members with ends exposed in finished
work:
1.
2.
3.
Exterior standing and running trim wider than 5 inches (125 mm).
Interior standing and running trim, except shoe and crown molds.
Wood board paneling.
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C. Ease edges oflumber less than 1 inch (25 mm) in nominal thickness to 1/16-inch (1.5-nun) radius
and edges oflumber 1 inch (25 nun) or more in nominal thickness to liS-inch (3-mm) radius.
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3.1
PART 3 - EXECUTION
A.
EXAMINATION
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Examine substrates, with Installer present, for compliance with requirements for installation
tolerances and other conditions affecting performance. Proceed with installation oniy after
unsatisfactory conditions have been corrected.
A.
PREPARATION
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c.
Clean substrates of projections and substances detrimental to application.
Before installing finish carpentry, condition materials to average prevailing humidity in
installation areas for a minimum of 24 hours.
Seal lumber for exterior applications to be painted, including both faces and edges. Cut to
required lengths and seal ends. Comply with requirements in Division 9 Section "Paiming."
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A.
3.3 INSTALLATIOl\. GENERAL
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Do not use materials that are unsound, warped. improperly treated or finished. inadequately
seasoned, or too small to fabricate with proper jointing arrangements.
FINISH CARPENTRY
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DIVISION 7 - THERMAL & MOISTURE PROTECTION
SECTION 07210 - BUILDING INSULATION
PART 1 - GENERAL
1.1 SUMMARY
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1.
This Section includes the following:
1. Concealed building insulation, in walls.
2. Batts in ceilings.
3. Injected foam in CMU cores.
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1.2 SUBMITTALS
A.
General: Submit each item in this Article according to the Conditions of the Contract and Division 1
Specification Sections.
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B.
Product Data for each type of insulation product specified.
c.
Product test reports from and based on tests performed by a qualified independent testing agency
evidencing compliance of insulation products with specified requirements including those for thermal
resistance, fire-test-response characteristics, water-vapor transmission, water absorption, and other
properties, based on comprehensive testing of current products.
QUALITY ASSURANCE
A.
Single-Source Responsibility for Insulation Products: Obtain each type ofbililding insulation from a
single source with resources to provide products complying with requirements indicated without
delaying the Work.
B.
Fire- Test-Response Characteristics: Provide insulation and related materials with the frre-test-
response characteristics indicated on Drawings or specified elsewhere in this Section as determined by
testing identical products per test method indicated below by UL or another testing and inspecting
agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of
applicable testing and inspecting agency.
1. Surtace-Burning Characteristics: ASTM E 84.
2. Fire-Resistance Ratings: ASTM E 119.
3. Combustion Characteristics: ASTM E 136.
1.4 DELIVERY, STORAGE, AND HANDLING
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A.
Protect insulation materials from physical damage and from deterioration by moisture, soiling, and
other sources. Store inside and in a dry location. Comply with manufacturer's written instructions for
handling, storing, and protecting during installation.
Protect plastic insulation as follows:
1. Do not expose to sunlight, except when necessary for period of installation and concealment.
2. Protect against ignition at all times. Do not deliver plastic insulating materials to Project site
before installation time.
3. Complete installation and concealment of plastic materials as rapidly as possible in each area
of construction.
B.
PART 2 - PRODUCTS
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A.
2.1 MANUFACTURERS
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A vailable Manufacturers: Subject to compliance with requirements, manufacrurers offering insulation
products that may be incorporated in the work include, but are not limited to, the following:
1. Glass-Fiber Insulation with and without reinforced vinyl vapor barrier:
a. CertainTeed Corporation.
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BUILDING INSULATION
07210-1
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A.
Clean substrates of substances harmful to insulations or vapor retarders, including removing
projections capable of puncmring vapor retarders or that interfere with insulation attachment.
3.3
INSTALLATION, GENERAL
A.
Comply with insulation manufacturer's written instructions applicable to products and application
indicated.
B. Install insulation that is undamaged, dry, unsoiled, and has not been exposed at any time to ice and
snow.
c.
Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly
around obstructions and fill voids with insulation. Remove projections that interfere with placement.
D.
Apply single layer of insulation to produce thickness indicated, unless multiple layers are otherwise
shown or required to make up total thickness.
3.4
INSTALLATION OF INSULATION
A.
Apply insulation units to substrates complying with manufacmrer's written instructions. If no specific
method is indicated, bond units to substrate with adhesive or use mechanical anchorage to provide
permanent placement and support of units.
B.
Seal joints between closed-cell (nonbreathing) insulation units by applying adhesive, mastic, or sealant
to edges of each unit to form a tight seal as units are shoved into place. Fill voids in completed
installation with adhesive, mastic, or sealant as recommended by insulation manufacturer.
c.
Set vapor-retarder-faced units with vapor retarder to warm side of construction, unless otherwise
indicated. Do not obstruct ventilation spaces, except for frrestopping.
1. Tape joints and ruptures in vapor retarder, and seal each continuous area of insulation to
surrounding construction to ensure airtight installation.
D.
Install mineral-fiber blankets in cavities formed by framing members according to the following
requirements:
1. Use blanket widths and lengths that fill cavities formed by framing members. Where more
than one length is required to fill cavity, provide lengths that will produce a snug fit between
ends.
a.
Place blankets in cavities formed by framing members to produce a friction fit
between edges of insulation and adjoining framing members.
E. Install insulation in roof areas for full coverage to certified R-30, R- Value.
PROTECTION
A.
General: Protect installed insulation and vapor retarders from damage due to harmful weather
exposures, physical abuse, and other causes. Provide temporary coverings or enclosures where
insulation is subject to abuse and cannot be concealed and protected by permanent construction
immediately after installation.
END OF SECTION
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BUILDING INSULA TlON
07210-3
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DIVISION 7 - THERMAL & MOISTURE PROTECTION
SECTION 07270 - FIRESTOPPING
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1.1
PART] - GENERAL
SUMMARY
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1.2
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E.
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A. This Section includes firestopping for the following:
1. Penetrations through fire-resistance-rated walls and partitions including both empty openings
and openings containing cables, pipes, ducts, conduits, and other penetrating items.
2. Penetrations through smoke barriers and construction enclosing compartmentalized areas
involving both empty openings and openings containing penetrating items.
3. Sealant joints in fire-resistance-rated and smoke-resistive construction.
B. Related Sections: The following Sections contain requirements that relate to this Section:
SYSTEM PERFORMANCE REQUIREMENTS
A.
General: Provide frrestopping systems that are produced and installed to resist the spread of fire,
according to requirements indicated, and the passage of smoke and other gases. Work shall be
performed by a single subcontractor for all frrestopping systems. Installer shall be "Certified" and
"Trained" by the material manufacturer.
B.
F-Rated Through-Penetration Firestop Systems: Provide through-penetration firestop systems withF
ratings as determined per ASTM E 814, not less than that equaling or exceeding the frre-resistance
rating of the constructions penetrated.
c.
T -Rated Through-Penetration Firestop Systems: Provide through-penetration frrestop systems with T
ratings, in addition to F ratings, as determined per ASTM E 814, where indicated and where systems
protect penetrating items exposed to contact with adjacent materials in occupied floor areas. T -rated
assemblies are required where the following conditions exist:
1. Where frrestop systems protect penetrations located outside of wall cavities.
2. Where firestop systems protect penetrations located outside frre-resistive shaft enclosures.
3. Where frrestop systems protect penetrations located in construction containing doors required
to have a temperature-rise rating.
4. Where frrestop systems protect penetrating items larger than a 4- inch-diameter nominal pipe
or 16 sq. in. in overall cross-sectional area.
D.
Fire-Resistive Joint Sealants: Provide joint sealants with frre-resistance ratings indicated. as
determined per ASTM E 119, but not less than that equaling or exceeding the frre-resistance rating of
the construction in which the joint occurs.
For frrestopping exposed to view, traffic, moisture, and physical damage, provide products that do not
deteriorate when exposed to these conditions.
1. For piping penetrations for plumbing and wet-pipe sprinkler systems, provide
moisture-resistant through-penetration fires top systems.
2. F or penetrations involving insulated piping, provide through-penetration frrestop systems not
requiring removal of insulation.
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F. For frrestopping exposed to view, provide products with flame-spread values of less than 25 and
smoke-developed values ofless than 450, as determined per ASTM E 84.
1.3
SUBMITTALS
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A. General: Submit the following according to Conditions of Contract and Division 1 Specification
Sections.
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B. Product data for each type of product specified.
1. Certification by firestopping manufacturer that products supplied comply with local
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FIRESTOPPING 07270-1
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D.
Provide frrestopping products containing no detectable asbestos as determined by the method specified
in 40 CFR Part 763, Subpart F, Appendix A, Section 1, "Polarized Light Microscopy."
E. Coordinating Work: Coordinate construction of openings and penetrating items to ensure that
designated through-penetration fires top systems are installed per specified requirements.
1.5
DELIVERY, STORAGE, AND HANDLING
A. Deliver frrestopping products to Proj ect site in original, unopened containers or packages with intact
and legible manufacturers' labels identifying product and manufacturer; date of manufacture; lot
number; shelf life, if applicable; qualified testing and inspecting agency's classification marking
applicable to Project; curing time; and mixing instructions for multi-component materials.
B. Store and handle frrestopping materials to prevent their deterioration or damage due to moisture,
temperature changes, contaminants, or other causes.
1.6
PROJECT CONDITIONS
A.
Environmental Conditions: Do not install fires topping when ambient or substrate temperatures are
outside limits permitted by frrestopping manufacturers or when substrates are wet due to rain, frost,
condensation, or other causes.
B.
Ventilation: Ventilate firestopping per firestopping manufacturers' instructions by natural means or,
where this is inadequate, forced air circulation.
1.7
SEQUENCING AND SCHEDULING
A. Do not cover up those firestopping installations that will become concealed behind other construction
until Architect and authorities having jurisdiction have examined each installation.
PART 2 - PRODUCTS
2.1
FIRESTOPPING, GENERAL
A. Compatibility: Provide frrestopping composed of components that are compatible with each other. the
substrates forming openings, and the items, if any, penetrating the frrestopping under conditions of
service and application, as demonstrated by firestopping manufacturer based on testing and field
expenence.
B. Accessories: Provide components for each firestopping system that are needed to install fill materials
and to comply with "System Performance Requirements" article in Part 1. Use only components
specified by the firestopping manufacturer and approved by the qualified testing and inspecting agency
for the designated frre-resisrance-ratedsystems. Accessories include but are not limited to the
following items:
1. Permanent forming/damminglbacking materials including the following:
a. Semirefracrory fiber (mineral wool) insulation.
b. Ceramic fiber.
c. Sealants used in combination with other forming/damming materials to prevent
leakage offill materials in liquid state.
d. loint fillers for joint sealants.
2. Temporary forming materials.
3. Substrate primers.
4. Collars.
5. Steel sleeves.
C. Applications: Provide firestopping systems composed of materials specified in this Section that
comply with system performance and other requirements.
FIRESTOPPING 07270-3
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d.
Fire Barrier FS-195 Wrap/Strip, 3M Fire Protection Products.
Silicone Sealants: Firestop Sealant Hilti Construction Chemicals, Inc.
Solvent-Release-Curing Intumescent Sealants: Fire Barrier Caulk, 3M Fire
Protection Products.
e.
2.3
FIRE-RESISTIVE ELASTOMERIC JOINT SEALANTS
A. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing, elastomeric
sealants ofbase polymer indicated that complies with ASTM C 920 requirements, including those
referenced for Type, Grade, Class, and Uses, and requirements specified in this Section appiicable to
fire-resistive joint sealants.
B.
Sealant Colors: Provide color of exposed joint sealants to comply with the following:
1. Provide selections made by Architect from manufacrurer's full range of standard colors for
products of type indicated.
c.
Single-Component, Neutral-Curing Silicone Sealant: Type S; Grade NS; Class 25; exposure-related
Use NT, & joint-substrate-related Uses M, G, A, and (as applicable to joint substrates indicated) O.
1. Additional Movement Capability: Provide sealant with the capability to withstand the
following percentage changes in joint width existing at time of installation, when tested for
adhesion and cohesion under maximum cyclic movement per ASTM C 719, and remain in
compliance with other requirements of ASTM C 920 for uses indicated:
a. 50% movement in both extension & compression for a total of 100% movement.
D.
Multicomponent, Nonsag, Urethane Sealant: Type M; Grade NS; Class 25; exposure-related Use NT,
and joint-substrate-related Uses M, A, and (as applicable to joint substrates indicated) O.
1. Additional Movement Capability: Provide sealant with the capability to withstand the
following percentage change in joint width existing at time of installation, when tested for
adhesion and cohesion under maximum cyclic movement per ASTM C 719, and remain in
compliance with other requirements of ASTM C 920 for uses indicated:
a. 40%movement in extension & 25% in compression for a total of 65% movement.
b. 50%movement in both extension & compression for a total of 100% movement.
2.4
MDGNG
A.
For those products requiring mixing prior to application, comply with frrestopping manufacrurer's
directions for accurate proportioning of materials, water (if required), type of mixing equipment,
selection of mixer speeds, mixing containers, mixing time, and other procedures needed to produce
firestopping products of uniform quality with optimum performance characteristics for application
indicated.
3.1
PART 3 - EXECUTION
EXAMINATION
A. Examine substrates and conditions, with Installer present, for compliance with requirements for
opening configurations, penetrating items, substrates, and other conditions affecting performance of
firestopping. Do not proceed with installation until unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Surface Cleaning: Clean out openings and joints immediately prior to installing fires topping to
comply with recommendations of firestopping manufacrurer and the following requirements:
1. Remove all foreign materials from surfaces of opening and joint substrates and from
penetrating items that could interfere with adhesion of firestopping.
2. Clean opening and joint substrates and penetrating items to produce clean, sound surfaces
capable of developing optimum bond with frrestopping. Remove loose particles remaining
from cleaning operation.
3. Remove laitance and form release agents from concrete.
FlRESTOPPING 07270-5
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3.6
CLEANING
A.
B.
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FIRESTOPPING
Clean off excess fill materials and sealants adjacent to openings and joints as work progresses by
methods and with cleaning materials approved by manufacturers of frrestopping products and of
products in which opening and joints occur.
Protect frrestopping during and after curing period from contact with contaminating substances or from
damage resulting from construction operations or other causes so that they are without deterioration or
damage at time of Substantial Completion. If. despite such protection, damage or deterioration occurs.
cut out and remove damaged or deteriorated fires topping immediately and install new materials to
produce firestopping complying with specified requirements.
END OF SECTION
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07270-7
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1.3
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
SECTION 07610 - SHEET METAL ROOFING
PART 1 - GENERAL
1.1
SUMMARY
A. Provide all materials, labor, equipment and services, and perform all operations in connection with
the furnishing and installing a complete roofmg system, in accordance with the drawings and
specifications, and including, but not limited to, the following:
1. A pre-formed metal roofmg system - match existing "Green" color.
2. Include perimeter flashing, trim, ridge and eave closures, flashing, fasteners,
supplementary furring, supports and sealants required for a complete roofing system.
3. Metal Trim
4. RoofPenetratio~s
5. Workmanship
6. Inspection of Surfaces
7. Protection
8. Delivery, Samples and Shop Drawings
9. Guarantee and Warranty
1.2 REFERENCES
A.
The publications listed below form a part of this specification to the extent referenced. The
publications are referred to in the text by basic designation
only.
1. Sheet Metal and Air Conditioning Contractors National Association (SMACNA)
a. SMACNA-02 (1987) Architectural Sheet Metal Manual
QUALITY ASSURANCE
A.
Manufacturer's Qualifications: The roof system manufacturer shall meet and provide written
certification stating:
1. The manufacturer has been regularly engaged in the fabrication of metal standing seam
roof systems for at least 10 years. A brief list of similar projects shall be submitted with
the shop drawings.
2. The manufacturer has a written warranty covering durability, color and weathertightness
of its roof system.
B.
Roofers Qualifications.
1. Installation of the metal roofmg system and roof related accessories shall be performed by
QUALIFIED ROOFERS authorized by the manufacturer as trained and qualified to erect
the manufacturer's product.
c.
Design Criteria
1.
2.
The following standards and criteria shall be used where covered by this specification:
a. Galvanized metal.
b. International Building Code - 2006 Edition, with State of Georgia
Ammendments (2007).
Test for Wind Uplift Resistance of Roof Assemblies (1980) Underwriters
Laboratories, Inc.
Design Loads
a. Design loads shall be developed using the procedures contained in commentary
in the MBMA publication, Low Rise Metal Building Systems Manual. The
following data shall be used in developing design loads in addition to dead
loads:
1)
c.
2)
Vertical Live Loads: roof system shall be designed for a 20 PSF live
load.
Wind Loads: Basic wind speed of95 miles per hour.
SHEET METAL ROOFING
07610-1
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FABRICATION
A.
Field Measurements:
1. The sheet metal fabricator is responsible for details and dimensions controlled by the
drawings and by existing conditions. Make field measurements for verification of these
dimensions.
2. The roof installer and sheet metal fabricator shall cooperate to establish and maintain
these dimensions.
B.
General Metal Fabrication:
1. Shop-fabricate work to greatest extent possible.
2. Comply with details shown, and with applicable requirements of SMACNA Manual.
c.
F onning:
1. Form sheet metal work accurately to the sizes and profiles required to fit substrates.
2. Form exposed sheet metal work without excessive oil-canning, buckling, and tool marks,
true to line and levels indicated.
3. Foml sheet metal work in maximum lengths and keep joints to a rninimwn.
4. Maximwn length of drips: 10'.
5. Maximum length of all other flashing metal: 16'
D.
Joining:
1.
Use fasteners as recommended by roofmg system manufacturer and as shown on
approved shop drawings. Use fasteners of type and spacing in accordance with the
SMACNA Manual, except as otherwise indicated by manufacturer. Space as required to
secure metals straight and true to line.
Form lock and slip joints in accordance with the SMACNA Manual. Joints are to be made
so that slight adjustments of the metal work can be made and at the same time remain
watertight.
2.
PART 3 - EXECUTION
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3.1 EXISTING ROOF SURFACE CONDITIONS
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3.2
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Inspection:
1. Inspect installed work of other trades and verify that such work is complete to a point
where this work may commence.
2. Verify that installation may be made in accordance with approved shop drawings and
manufacturer's instructions.
Discrepancies:
1. In the event of a discrepancy, notify the architect.
2. Do not proceed with installation until discrepancies have been resolved.
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A.
INST ALLA TION
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Install all components within this section where indicated on the shop drawings, anchoring all
components firmly in place in complete accordance with the project drawings, approved shop
drawings, and the manufacturer's recommendations.
1. Install all materials in strict accordance with the manufacturer's instructions, best trade
practices and in a manner to provide a completely watertight installation.
2. Provide fastenings, expansion joints, cleats and all other required accessories for a
complete installation as required.
3. All work will be performed bv a OUALIFIED contractor capable of supp]vin!! a 10-
YEAR EXTENDED LABOR and MATERIALS WEATHERTIGHT warranty.
4. Make provisions to allow for free expansion and contraction of all work without causing
leaks or rupture. All work shall be securely fastened reinforced as required.
SHEET METAL ROOFING
07610-4
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1.4
1.5
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
SECTION 07950 - CAULKING & SEALANTS
PART 1- GENERAL
1.1
RELATED REQUIREMENTS AND WORK
A. The General Conditions. Special Conditions, Specifications,
Modifications are binding on all work for this project.
Drawings, Addenda and
1.2
SUMMARY
A.
This section consists of furnishing of all labor, materials. equipment and related items for all
sealants and caulking, as indicated on the drawings or specified herein.
B.
The required applications of sealants include, but are not necessarily limited to, the following.
general locations:
1. Joints between adjoining construction.
2. Exterior expansion joints.
3. All sealant work not specifically mentioned in other sections, but required to provide a
neat appearance and weathertight construction.
4. Roof flashings, joints and reglets.
5. Moving joints.
1.3 SUBMITTALS
A.
Submit the following in accordance with Section 01300, Submittals:
1. Manufacturer's Data: Submit manufacturer's name, specifications, recommendations and
installation instructions for each type of sealant, caulking compound and associated
material required.
2. Include manufacturer's published data, or letter of certification, or certified test laboratory
report indicating that each material complies with the requirements and is intended
generally for the applications sho\Vl1.
3. Samples, Sealants and Caulking: Submit' 3, 12" long samples. of each color required
(except black) for each type of sealant or caulking compound exposed to view. Install
sample between 2 strips of material similar to or representative of typical surfaces where
sealant or compound will be used, held apart to represent typical jomt widths. Architect
will review samples for color and texture only. Compliance with all other requirements is
the exclusive responsibility of the Contractor.
4. Color Samples. Submit manufacturer's standard palette of caulking and sealant colors for
selection by the Architect.. Sealant shall match adjacent material.
PRODUCT DELIVERY
A. Deliver materials to the site in unbroken containers.
QUALITY ASSURANCE
A.
Obtain elastomeric sealant materials from manufacturers who will, if required, send a qualified
technical representative to project site, for the purpose of advising the Installer of proper
procedures and precautions. for the use of the materials.
B.
Installer: A firm with a minimum of five (5) years successful experience in the application of the
types of materials required.
1.6 JOB CONDITIONS
A.
Inspection: The Installer must examine the joint surfaces, backing, and anchorage of units forming
sealant rabbet, and the conditions under which the sealant work is to be performed, and notify the
CAULKING & SEALANTS
07950-1
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Protective Treatments, Inc.. U-7130.
Sonneborn, Sonolastic NP I
Sikaflex IA by Sika.
c.
d.
2.3 LATEX JOINT SEALANTS
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A.
General: Provide manufacmrer's standard one-part, nonsag, mildew-resistant, paintable latex
sealant of formulation indicated that is recommended for exposed applications on interior and
protected exterior locations and that accommodates indicated percentage change in joint width
existing at time of installation without failing either adhesively or cohesively.
B.
Acrylic-Emulsion Sealant: Provide product complying with ASTM C 834 that accommodates joint
movement of not more than 5 percent in both extension and compression for a total of lO percent.
c.
Silicone Emulsion Sealant: Provide product complying with ASTM C 834 and, except for weight
loss measured per ASTM C 792, with ASTM C 920 that accommodates joint movement of not
more than 25 percent in both extension and compression for a total of 50 percent.
D.
Products: Subject to compliance with requirements, provide one of the following:
1. Acrylic-Emulsion Sealant:
a. "AC-20," Pecora Corp.
b. "Sonolac," Sonneborn Building Products Div., ChernRex. Inc.
c. "Tremco Acrylic Latex 834," Tremco. Inc.
2. Silicone-Emulsion Sealant:
a. "Trade Mate Paintable Glazing Sealant," Dow Coming Corp.
MISCELLANEOUS MATERIALS
A.
Joint Cleaner. Provide the type of joint cleaning compound recommended by the sealant or
caulking compound manufacturer, for the joint surfaces to be cleaned.
B.
Joint Primer/Sealant: Provide the type of joint primer/sealer recommended by the sealant
manufacturer, for the joint surfaces to be primed or sealed.
c.
Bond Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant
manufacturer, to be applied to sealant-contact surfaces where bond to the substrate or joint filler
must be avoided for performance of sealant. Provide self-adhesive tape where applicable.
D. Sealer Backer Rod: Compressible non-absorptive material as recommended for compatibility with
sealant by the sealant manufacturer. Provide size and shape of rod which will control the joint
depth for sealant placement, break bond of sealant at bottom of joint, form optimum shape of
sealant bead on back side. and provide a higWy compressible backer to minimize the possibility of
sealant extrusion when joint is compressed.
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3.1
PART 3 - EXECUTION
SYSTEM SELECTION
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3.2
A. ' Sealant System. Use for all exterior work.
A.
PREPARATORY WORK
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Inspection. Examine Jomt surfaces to, receive sealant materials, and report to the General
Contractor all unacceptable conditions. Commencement of work shall constimte acceptance of
joint surface conditions.
Protection. Prior to priming, apply masking tape to adjacent surfaces. Leave masking tape in place
until tooling operation is complete.
CAULKING & SEALANTS
07950-3
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F.
Tooling: Tool joints to compress the compound imo the joim. Except as recommended by the
sealing material manufacmrer, do not use liquid solutions to moisten tools. Remove masking tape
immediately after tooling.
3.5 CLEANING
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3.6
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A.
Remove excess and spillage of compound promptly as the work progresses. Clean the adjoining
surfaces by whatever means may be necessary to eliminate evidence of spillage, without damage to
the adjoining surfaces or finishes. Rake joints to full width and depth. Remove loose particles
presem or resulting from cleaning operations by blowing out joints with oil free compressed air.
All traces ofbimminous materials must be removed.
B.
Porous Surfaces: Clean porous surfaces. such as concrete and masonry, by grinding, blast-
cleaning, mechanical abrading, acid washing or combination of these methods to provide a clean,
sound base surface for caulking and sealant adhesive. Remove form oils by blast-cleaning. Insure
that concrete is fully cured and free from laitance, loose aggregate and surface treannents. If
surface treannems are present, test for adhesion before proceeding with sealing work.
c.
Non-porous Surfaces: Clean non-porous surfaces, such as metal and glass, in accordance with
system manufacturer's recommendations. Do not use a solvent that leaves a residue. Apply and
remove solvents with clean, white cloths. Do not allow solvents to air dry without wiping.
CURE AND PROTECTION
A. Cure sealant compounds in compliance with manufacturer's instructions and recommendations, to
obtain high early bond strength, internal cohesive strength and surface durability.
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B. The Installer shall advise the Contractor of procedures required for the curing and protection of
sealants and caulking compounds during the constrUction period, so that they will be without
deterioration or damage (other than normal wear and weathering) at the time of Owner's
acceptance.
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Replace or restore sealants which are damaged or deteriorated during constrUction period.
END OF SECTION
CAULKING & SEALANTS
07950-5
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DIVISION 8 - DOORS & WINDOWS
SECTION 08115 - METAL DOORS AND FRAMES
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1.1
PART 1- GENERAL
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SUMMARY
A. This Section includes steel doors, frames and installation accessories.
1. Clad embossed exterior doors.
2. Interior and exterior door frames.
a. Galvanized and shop primed exterior door and frames (foamed thermal core).
B.
Related Sections: The following Sections contain requirements that relate to this Section:
1. Division 4 Section "Concrete Masonry" for building anchors into and grouting frames in
concrete masonry construction.
2. Division 8 Section "Door Hardware" for door hardware and weather stripping.
3. Division 9 Section "Gypsum Board Assemblies" for spot grouting frames in gypsum board
partitions.
4. Division 9 Section "Painting" for field painting primed doors and frames.
SUBMITTALS
A. General: Submit each item in this Article according to Specification Section 01300 Submittals.
B.
Product Data for each type of door and frame specified, including details of construction, materials,
dimensions, hardware preparation, core, label compliance, sound ratings, profiles, and finishes.
C. Shop Drawings showing fabrication and installation of steel doors and frames. Include details of each
frame type, elevations of door design types, conditions at openings, details of construction, location
and installation requirements of door and frame hardware and reinforcements, and details of joints and
connections. Show anchorage and accessory items.
D. Door Schedule: Submit schedule of doors and frames using same reference numbers for details and
openings as those on Contract Drawings.
1. Indicate coordination of glazing frames and stops with glass and glazing requirements.
QUALITY ASSURANCE
A.
Provide doors and frames complying with ANSI/Sm 100 "Recommended Specifications for Standard
Steel Doors and Frames" and as specified.
B.
Fire-Rated Door Assemblies: Units that comply with NFP A 80, are identical to door and frame
assemblies tested for frre-test-response characteristics per ASTM E 152, and are labeled and listed by
UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having
jurisdiction.
1. Temperature-Rise Rating: Where indicated, provide doors that have a temperature-rise rating
of 450 deg F (250 deg C) maximum in 30 minutes offrre exposure.
A.
DELIVERY, STORAGE, AND HANDLING
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Deliver doors and frames cardboard-wrapped or crated to provide protection during transit and job
storage. Provide additional protection to prevent damage to finish of factory-finished doors and
frames.
Inspect doors and frames on delivery for damage. Minor damages may be repaired provided
refinished items match new work and are acceptable to Architect; otherwise, remove and replace
damaged items as directed.
Store doors and frames at building site under cover. Place units on minimum 4-inch- ( 1 OO-mm-) high
wood blocking. A void using non-vented plastic or canvas shelters that could create a humidity
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METAL DOORS AND FRAMES
08115 -1
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2. Form exterior frames from 0.0635-inch- (1.6-mm-) thick galvanized steel sheet.
3. Floor anchors: Provide minimum 16 gage floor anchors punched for bolting to floor.
B.
Door Silencers: Except on weather stripped frames, drill stops to receive 3 silencers on strike jambs of
single-door frames and 2 silencers on heads of double-door frames.
Plaster Guards: Provide minimrnn 0.0179" thick steel plaster guards or mortar boxes at back of
hardware cutouts where mortar or other materials might obstruct hardware operation & close off
interior of openings.
c.
D. Grout: Required in masonry construction, as specified in Division 4 Section "Concrete Masonry."
Grout frames in masonry construction and interior gypsrnn panitions in conformance with tested fire
rated assembly.
1. Pre-grout frames in metal framed Gypsum faced wall.
FABRICATION
A.
Fabricate metal door and frame units to be rigid, neat in appearance, and free from defects, warp, or
buckle. Where practical, fit and assemble units in manufacturer's plant. Clearly identify work that
cannot be permanently factory assembled before shipment, to assure proper assembly at Project site.
Comply with ANSI/Sm 100 requirements.
1. Internal Construction: One of the following manufacturer's standard core materials according
to SDI standards:
a. Rigid polyurethane confonning to ASTM C 591, Exterior doors.
b. Vertical steel stiffeners, interior doors.
c. Mineral Core for rated and tested door assemblies.
2. Clearances: Not more than 1/8 inch at jambs and heads, except not more than 1/4 inch
between non-fITe-rated pairs of doors. Not more than 3/4 inch at bottom
a. Fire Doors: Provide clearances according to NFP A 80.
B.
Fabricate exposed faces of doors and panels, including stiles and rails of non-flush units, from only
cold-rolled steel sheet.
c.
Tolerances: Comply with SDI 117 "Manufacturing Tolerances Standard Steel Doors and Frames."
D.
Fabricate concealed stiffeners, reinforcement, edge channels, louvers, and moldings from either cold-
or hot-rolled steel sheet.
E.
Galvanized Steel Doors, Panels, and Frames: For the following locations, fabricate doors, panels, and
frames from galvanized steel sheet according to SDI 112. Close top and bottom edges of doors flush
as an integral part of door construction or by addition of minimrnn 0.0635" thick galvanized steel
channels, with channel webs placed even with top and bottom edges. Seal joints in top edges of doors
against water penetration.
1. At exterior locations.
F.
Thermal-Rated (Insulating) Assemblies: At exterior locations and elsewhere as scheduled, provide
doors fabricated as thermal-insulating door and frame assemblies and tested according to ASTM C 236
or ASTM C 976 on fully operable door assemblies.
1. Provide thermal-rated assemblies with u-value rating of 0.41 Btulsq. ft. x h x deg F or better.
G.
Hardware Preparation: Prepare doors and frames to receive mortised and concealed hardware
according to fmal door hardware schedule and templates provided by hardware supplier. Comply with
applicable requirements of sm 107 and ANSI Al15 Series specifications for door and frame
preparation for hardware.
1. F or door closers, provide space, reinforcing, and provisions for fastening in top rail of doors
or head of frames, as applicable.
Reinforce doors and frames to receive surface-applied hardware. Drilling and tapping for surface-
applied hardware may be done at Project site.
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METAL DOORS AND FRAMES
08115 - 3
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2.
In metal-smd partitions. install at least 3 wall anchors per jamb at hinge and strike levels. In
steel-smd partitions. attach wall anchors to smds with screws.
Install fire-rated frames according to NFPA 80.
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3.
c.
Door Installation: Fit hollow-metal doors accurately in frames. within clearances specified in
ANSI/sm 100.
1. Fire-Rated Doors: Install with clearances specified in NFP A 80.
2. Smoke-Control Doors: Comply with NFPA 105.
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ADJUSTING AND CLEA.NING
A.
Prime Coat Touchup: Immediately after erection, sand smooth any rusted or damaged areas of prime
coat and apply touchup of compatible air-drying primer.
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Protection Removal: Immediately before [mal inspection, remove protective wrappings from doors
and frames.
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END OF SECTION
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METAL DOORS AND FRAMES
08115 - 5
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DIVISION 8 - DOORS & WINDOWS
SECTION 08211 - FLUSH WOOD DOORS
PART 1 - GENERAL
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1.1 SUMMARY
A.
This Section includes the following:
1. Solid-core doors with applied trim.
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SCOPE
A.
Review all openings for new doors and for replacement of door and frame. Replace to provide a
smooth uniform and serviceable fInished product. Use approved fIllers upon approval of the Architect.
See drawings for indicated work. Install new hardware as indicated. See Section 08710 Doorr
Hardware.
SUBMITTALS
A.
Product Data: For each type of door. Include details of core and edge construction, trim for openings.
B.
Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door;
construction details not covered in Product Data; location and extent of hardware blocking; and other
peninent data.
1. Indicate dimensions and locations of mortises and holes for hardware.
2. Indicate dimensions and locations of cutouts.
3. Indicate requirements for veneer matching.
C. Samples for VerifIcation: As follows:
1. Corner sections of doors approximately 8 by 10 inches (200 by 250 rum) with door faces and
edgings representing the typical range of color and grain for each species of veneer and solid
lumber required. Finish sample with same materials proposed for factory-finished doors.
2. Louver blade and frame sections, 6 inches long, for each material and fInish specified.
3. Frames for light openings, 6 inches long, for each material, type, and finish required.
QUALITY ASSURANCE
A.
Source Limitations: Obtain flush wood doors through one source from a single manufacturer.
Quality Standard: Comply with the following standard:
1. NWWDA Quality Standard: NWWDA 1.S. 1 -A, "Architectural Wood Flush Doors."
2. A WI Quality Standard: A WI's "Architectural Woodwork Quality Standards" for grade of
door, core, construction, fInish, and other requirements.
3. Fire-Rated Wood Doors: Doors complying with NFPA 80 that are listed and labeled by a
testing and inspecting agency acceptable to authorities having jurisdiction. for fIre ratings
indicated, based on testing according to NFP A 252.
4. Test'Pressure: Test at atmospheric pressure.
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A.
DELIVERY, STORAGE, AND HANDLING
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1.6
PROJECT CONDITIONS
Protect doors during transit, storage, and handling to prevent damage, soiling, and deterioration.
Comply with requirements of referenced standard and manufacturer's written instructions.
i. Individually package doors in plastic bags or cardboard cartons.
Mark each door with individual opening numbers used on Shop Drawings. Use removable tags or
concealed markings.
A. Environmental Limitations: Do not deliver or install doors until building is enclosed, wet-work is
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FLUSH WOOD DOORS
08211-]
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1.
Coordinate measurements of hardware mortises in metal frames to verify dimensions and
alignment before factory machining.
D.
Openings: Cut and trim openings through doors to comply with applicable requirements of referenced
standards for kind of door required.
1. Light Openings: Trim openings with moldings of material indicated.
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3.1
PART 3 - EXECUTION
EXAMINATION
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3.3
A.
Examine installed door frames before hanging doors.
1. Verify that frames comply with indicated requirements for type, size, location. and swint::
characteristics and have been installed with plumb jambs and level heads.
Reject doors with defects.
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B.
Proceed with installation only after unsatisfactory conditions have been corrected.
INSTALLATION
A.
Hardware: For installation, see Division 8 Section "Door Hardware."
B.
Manufacturer's Written Instructions: Install wood doors to comply with manufacturer's written
instructions, referenced quality standard; and as indicated.
c.
Job-Fit Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below;
do not trim stiles and rails in excess oflimits set by manufacturer or permitted with fire-rated doors.
Machine doors for hardware. Seal cut surfaces after fItting and machining.
1. Clearances: Provide 1/8" at heads, jambs, and berween pairs of doors. Provide 1/8" from
bottom of door to top of decorative floor finish or covering. Where threshold is shown or
scheduled, provide 1/4 inch from bottom of door to top of threshold.
2. Bevel non-fire-rared doors 1/8 inch in 2 inches (3-1/2 degrees) at lock and hinge edges.
D.
Factory-Fitted Doors: Align in frames for uniform clearance at each edge.
Field-Finished Doors: Refer to the following for finishing requirements:
1. Division 9 Section "Painting."
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ADJUSTING AND PROTECTING
B.
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Operation: Rehang or replace doors that do not swing or operate freely.
Finished Doors: RefInish or replace doors damaged during installation.
Protect doors as recommended by door manufacturer to ensure that wood doors are without damage or
deterioration at the time of Substantial Completion.
END OF SECTION
FLUSH WOOD DOORS
08211-3
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DIVISION 8 - DOORS AND WINDOWS
SECTION 08521 - ALUMINUM \VINDOWS
PART 1 - GENERAL
1.1 SUMMARY
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A.
This Section includes the following:
1. Exterior thermal fIxed sash aluminum windows.
a. Fixed type-Thermal Aluminum.
B.
Related sections include the following:
1. Division 8 Section 08800 "Glazing".
SYSTEM DESCRIPTION
A.
General: Provide aluminum window systems capable of withstanding loads and thermal and
structural movement requirements indicated without failure, based on testing manufacturer's
standard units in assemblies similar to those indicated for this Project. Failure includes the
following:
1. Air infIltration and water penetration exceeding specifIed limits.
2. Framing members transferring stresses, including those caused by thermal and structural
movement, to glazing units.
B.
Glazing: Physically and thermally isolate glazing from framing members.
c.
Glazing-to-Glazing Joints: Provide glazing-to-glazing joints that accommodate thermal and
mechanical movements of glazing and system, prevent glazing-to-glazing contact, and maintain
required edge clearances.
D.
Wind Loads: Provide entrance and storefront systems, including anchorage, capable of
withstanding wind-load design pressures calculated according to requirements of authorities
having jurisdiction or the American Society of Civil Engineers' ASCE 7, "Minimum Design Loads
for Buildings and Other Structures," 6.4.2, "Analytical Procedure," whichever are more stringent.
1. Deflection of framing members in a direction normal to wall plane is limited to 1/175 of
clear span or 3/4 inch (19 mm), whichever is smaller, unless otherwise indicated.
2. Static-Pressure Test Performance: Provide entrance and storefront systems that do not
evidence material failures, structural distress, failure of operating components to function
normally, or permanent deformation of main framing members exceeding 0.2 percent of
clear span when tested according to ASTM E 330.
a. Test Pressure: 150 percent of inward and outward wind-load design pressures.
b. Duration: As required by design wind velocity; fastest 1 mile (1.609 km) of
wind for relevant exposure category.
E.
Seismic Loads: Provide entrance and storefront systems, including anchorage, capable of
withstanding the effects of earthquake motions calculated according to requirements of IBC and
ASCE 7, "Minimum Design Loads for Buildings and Other Structures," Section 9, "Earthquake
Loads;" whichever is more stringent.
Dead Loads: Provide system members that do not deflect an amount which will reduce glazing
bite below 75 percent of design dimension when carrying full dead load.
1. Provide a minimum 1I8-inch (3.18-mm) clearance between members and top of glazing
or other fIxed part immediately below.
Live Loads: Provide window systems, including anchorage, that accommodate the supporting
structures' deflection from uniformly distributed and concentrated live loads indicated without
failure of materials or permanent deformation.
Air InfIltration: Provide entrance and storefront systems with permanent resistance to air leakage
through fIxed glazing and frame areas of not more than 0.06 cfm/sq. ft. (0.3 L/sisq. m) of fixed
wall area when tested according to ASTM E 283 at a static-air-pressure difference of 1.57 Ibfisq.
ALUMINUM WINDOWS
08521-1
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PART 2 - PRODUCTS
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2.1 MANUFACTURERS
A.
Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. Kawneer.
2. Traco.
3. W.K.K.
4. U.S. Aluminum.
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2.3
MATERIALS
A.
Aluminum: Alloy and temper recommended by manufacturer for type of use and fInish indicated,
complying with the requirements of standards indicated below.
1. Extruded Aluminum 6063T-5 - Bronze anodized; .25" minimum thickness.
2. Thermally broken, 1" glazing.
B.
Steel Reinforcement: Complying with ASTM A 36 (ASTM A 36M) for structural shapes, plates,
and bars; ASTM A 611 for cold-rolled sheet and strip; or ASTM A 570 (ASTM A 570M) for hot-
rolled sheet and strip.
c.
Glazing as specifIed in Division 8 Section "Glazing."
D.
Glazing Gaskets: Manufacturer's standard pressure-glazing system of black, resilient glazing
gaskets, setting blocks, and shims or spacers, fabricated from an elastomer of type and in hardness
recommended by system and gasket manufacturer to comply with system performance
requirements. Provide gasket assemblies that have corners sealed with sealant recommended by
gasket manufacturer.
E.
Spacers, Setting Blocks, Gaskets, and Bond Breakers: Manufacturer's standard permanent,
nonmigrating types in hardness recommended by manufacturer, compatible with sealants, and
suitable for system performance requirements.
F.
Sealant: For use as weatherseal, compatible with other system components with which it comes in
contact, and that accommodates a 50 percent increase or decrease in joint width at the time of
application when measured according to ASTM C 719.
1. Color: As selected by Architect from manufacturer's full range of colors.
2. Use neutral-cure silicone sealant with insulating-glass units.
G. Framing system gaskets, sealants, and joint fIllers as recommended by manufacturer for joint type.
H.
Sealants and joint fIllers for joints at perimeter of entrance and storefront systems as specified in
Division 7 Section "Joint Sealants."
1.
Bituminous Paint: Cold-applied asphalt-mastic paint complying with SSPC-Paint 12
requirements, except containing no asbestos, formulated for 30-mil (0.762-mm) thickness per coat.
COMPONENTS
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A. Provide manufacturer's standard thermal glazed double pane window with minimum O.125-inch-
(3.2-mm-) thick, extruded rail and stile members. Mechanically fasten corners with reinforcing
brackets that are deep penetration and fillet welded or that incorporate concealed tie-rods.
I. Glazing Stops and Gaskets: Provide manufacturer's standard snap-on extruded-aluminum
glazing stops and preformed gaskets.
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c.
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Brackets and Reinforcements: Provide manufacturer's standard brackets and reinforcements that
are compatible with adjacent materials. Provide nonstaining, nonferrous shims for aligning
system components.
Fasteners and Accessories: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding
ALUMINUM WINDOWS
08521-3
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subframes and reinforcing of types indicated or, if not indicated, as required for a complete
system. Factory assemble components to greatest extent possible. Disassemble components only
as necessary for shipment and installation.
J.
Reinforce as required to suppon imposed loads. Factory assemble frame units and factory install
hardware to greatest extent possible. Reinforce frame units as required for installing hardware
indicated. Cut, drill, and tap for factory-installed hardware before fmishing components.
1. Exterior: Provide compression weather stripping at fIxed stops. Provide sliding weather
stripping retained in adjustable strip mortised into operable window framing.
ALUMINUM FINISHES
A.
General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products"
for recommendations relative to applying and designating fInishes.
B.
Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are
acceptable if they are within one-half of the range of approved Samples. Noticeable variations in
the same piece are not acceptable. Variations in appearance of other components are acceptable if
they are within the range of approved Samples and are assembled or installed to minimize
contrast.
c.
Finish designations prefIxed by AA conform to the system established by the Aluminum
Association for designating aluminum fmishes.
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LJ.
Class L Clear (AA-M12C22A41) or dark bronze Anodic Finish as selected by Architect. AA-
M12C22A42/A44 Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched,
medium matte; Anodic Coating: Architectural Class I, .018 mm complying with AAMA 611.
PART 3 - EXECUTION
3.1 EXAMINATION
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Examine areas, with Installer present, for compliance with requirements for installation tolerances
and other conditions affecting performance of entrance and storefront systems. Do not proceed
with installation until unsatisfactory conditions have been corrected.
B.
ConfIrm sill flashing forms waterdam to prevent leaking to interior.
INSTALLATION
A. General: Comply with manufacturer's written instructions for protecting, handling, and installing
entrance and storefront systems. Do not install damaged components. Fit frame joints to produce
hairline joints free of burrs and distonion. Rigidly secure nonmovement joints. Seal joints
watenight.
Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action
by painting contact surfaces with primer or by applying sealant or tape recommended by
manufacturer for this purpose. Where aluminum will contact concrete or masonry, protect against
corrosion by painting contact surfaces with bituminous paint.
Install components to drain water passing joints and condensation and moisture occurrmg or
migrating within the system to the exterior.
Set continuous sill members and flashing in a full sealant bed to provide weathenight construction,
unless otherwise indicated. Comply with requirements of Division 7 Section "Joint Sealants."
Install framing components plumb and true in alignment with established lines and grades without
warp or rack of framing members.
Install glazing to comply with requirements of Division 8 Section "Glazing," unless otherwise
indicated.
ALUMINUM WINDOWS
08521-5
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DIVISION R - DOORS & WI1\'l)OWS
SECTION 08710 - DOORHARDW ARE
PART 1 - GENERAL
1.1 SUMMARY
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1.2
A.
B.
c.
D.
SUB MITT ALS
This Section includes items known commercially as finish or door hardware that are required for
swing, except special types of unique hardware specifIed in the same sections as the doors and door
frames on which they are installed.
This Section includes the following:
1.
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Hinges.
Lock cylinders and keys.
Lock and latch sets.
Exit devices.
Closers.
Overhead holders and Door Control Devices.
Protection plates.
Weatherstripping for exterior doors.
Thresholds.
Door stops and bumpers
Panic devices.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Related Sections: The following Sections contain requirements that relate to this Section:
1. Div 8 Section "Metal Doors and Frames" for factory pre-fItting and factory pre-machining of
doors for door hardware and for silencers integral with frames.
2. Div 8 Section "Panel Wood Doors" for factory pre- fitting and factory pre-machining of doors
for door hardware.
Products furnished but not installed under this Section include:
1. Final replacement cores and keys to be installed by Hardware suppliers locksmith.
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A. General: Submit the following in accordance with Section 01300 Submittals.
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DOOR HARDWARE
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3.
Product data including manufacturers' technical product data for each item of door hardware,
installation instructions, maintenance of operating parts and fInish, and other information necessary to
show compliance with requirements.
Final hardware schedule coordinated with doors, frames, and related work to ensure proper size,
thickness, hand, function, and finish of door hardware.
1.
Final Hardware Schedule Content: Based on hardware indicated, organize schedule into
"hardware sets" indicating complete designations of every item required for each door or
opening. Include the following information:
a. Type, style. function, size, and fInish of each hardware item.
b. Name and manufacturer of each item
c. Fastenings and other pertinent information.
d. Location of each hardware set cross referenced to indications on Drawings both on
floor plans and in door and frame schedule.
e. Explanation of all abbreviations, symbols, and codes contained in schedule.
f. Mounting locations for hardware.
g. Door and frame sizes, materials, and fIre rating.
h. Keying information.
Submittal Sequence: Submit initial draft of fInal schedule along with essential product data in
order to facilitate the fabrication of other work that is critical in the Project construction
schedule. Submit final schedule after samples, product data, coordination with shop drawings
of other work. delivery schedules. and similar information has been completed and accepted.
Keying Schedule: Submit separate detailed schedule indicating clearly how the Owner's fmal
08710-1
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2.2
SCHEDULED HARDWARE
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2. Kwikset.
3. Sargent.
4. Falcon.
Requirements for design, grade, function, frnish, size, and other distinctive qualities of each type of
frnish hardware are indicated in the "Hardware Schedule" at the end of this Section. Products are
identifIed by using hardware designation numbers of the following:
1.
Manufacturer's Product Designations: The product designation and name of one
manufacturer are listed for each hardware type required for the purpose of establishing
minimum requirements. Provide either the product designated or, where more than one
manufacturer is specified under the Article "Manufacturers" in Part 2 for each hardware type,
comparable product of one of the other manufacturers that complies with requirements.
ANSI/BHMA designations used elsewhere in this Section or schedules to describe hardware
items or to defme quality or function are derived from the following standards. Provide
products complying wlthese standards & requirements specifIed elsewhere in this Section.
a. Butts and Hinges: ANSI/BHMA A156.1.
b. Bored and Preas sembled Locks and Latches: ANSI/BHMA AI56.2.
c. Exit Devices: ANSI/BHMA AI56.3.
d. Door Controls - Closers: ANSI/BHMA A156.4.
e. Auxiliary Locks and Associated Products: ANSI/BHMA A156.5.
f. Architectural Door Trim: ANSI/BHMA A156.6.
g. Template Hinge Dimensions: ANSI/BR1'vtA. A156.7.
h. Door Controls - Overhead Holders: ANSI/BHMA A156.8.
1. Mortise Locks and Latches: ANSI/BHMA A156.13.
J. Auxiliary Hardware: ANSI/BHMA A156.16.
k. Materials and Finishes: ANSI/BHMA A156.18.
2.
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2.3 MATERIALS AND FABRICATION
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2.4
HINGES & BUTTS
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A.
B.
Manufacturer's Name Plate: Do not use manufacturers' products that have manufacturer's name or
trade name displayed in a visible location (omit removable nameplates) except in conjunction with
required fITe-rated labels and as otherwise acceptable to Architect.
1. Manufacturer's identifIcation will be permitted on rim of lock cylinders only.
Base Metals: Produce hardware units of basic metal and forming method indicated. usmg
manufacturer's standard metal alloy, composition, temper, and hardness, but in no case of lesser
(commercially recognized) quality than specifIed for applicable hardware units by applicable
ANSI/BHMA A156 series standards for each type of hardware item and withANSI/BHMA A156.1S
for frnish designations indicated. Do not furnish "optional" materials or forming methods for those
indicated, except as otherwise specifIed.
c.
Fasteners: Provide hardware manufactured to conform to published templates, generally prepared for
machine screw installation. Do not provide hardware that has been prepared for self-tapping sheet
metal screws, except as specifIcally indicated.
Furnish screws for installation with each hardware item. Provide Phillips flat-head screws e):cept as
otherwise indicated. Finish exposed (exposed under any condition) screws to match hardware finisl1
or, if exposed in surfaces of other work, to match fmish of this other work as closely as possible
including "prepared for paint" surfaces to receive painted fInish.
Provide concealed fasteners for hardware units that are exposed when door is closed except to the
extent no standard units of type specifIed are available with concealed fasteners.
Use through-bolts for installation of door closers on wood doors. Provide sleeves for eacn
through-bolt or use sex screw fasteners.
DOOR HARDWARE
0871 0-3
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CLOSERS AND DOOR CONTROL DEVICES
A.
Size of Units: Except as otherwise specifIcally indicated. comply with the manufacturer;s
recommendations for size of door control unit depending on size of door, exposure to weather, and
anticipated frequency of use.
1. Provide parallel arms for all overhead closers, except as otherwise indicated.
B.
Access-Free Closers: Where closers are indicated for doors. all are required to be accessible to the
physically handicapped. Provide adjustable units complying with ANSI Al17.1 and ADAAG
provisions for door opening force and delayed action closing.
C. Provide grey resilient pans for exposed bumpers.
DOOR TRIM UNITS
A.
Fasteners: Provide manufacturer's standard exposed fasteners for door trim units consisting of either
machine screws or self-tapping screws.
B.
Fabricate edge trim of stainless steel to fit door thickness in standard lengths or to match height of
protection plates.
c.
Fabricate protection plates not more than 1-1/2 inches less than door width on hinge side and not more
than 112 inch less than door width on pull side by height indicated.
1. Metal Plates: Stainless Steel, 0.062 inch (U.S. 16 gage).
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2.9 WEATHERSTRIPPING AND SEALS
A.
General: Provide continuous weatherstripping on exterior doors. Provide noncorrosive fasteners for
exterior applications and elsewhere as indicated.
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Replaceable Seal Strips: Provide only those units where resilient or flexible seal strip is easily
replaceable and readily available from stocks maintained by manufacturer.
c.
Weatherstripping at Jambs and Heads: Provide with door assembly.
2.10 THRESHOLDS
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B.
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2.11
HARDWARE FINISHES
A.
General: Except as otherwise indicated, provide standard metal threshold unit of type, size, and ADA
Handicap profile. Screw thresholds to substrate with No. 10 or larger screws of the proper type for
permanent anchorage and/or bronze or stainless steel which will not corrode in contact with the
threshold metal. Cut and fIt thresholds to profile of door frames, with mitered corners and hairline
joints. Cut smooth openings for spindles, bolts, and. similar items.
Exterior Hinged Doors: Provide units not less than 4"-wide, fabricated to accommodate door
hardware & fIt door frames, as scheduled.
A. Match items to the standard color and texture fInish for the latch and locksets:
1. Locksets & Latchsets: US 26D.
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D.
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Provide fInishes that match those established by BHMA and adopted by the Owner.
Provide quality offInish, including thiclmess of plating or coating (if any), composition, hardness, and
other qualities complying with manufacturer's standards, but in no case less than specifIed by
referenced standards for the applicable units of hardware.
Provide protective lacquer coating on all exposed hardware fInishes of brass, bronze. and aluminum.
except as otherwise indicated. The suffix II_NL" is used with standard fInish designations to indicate
DOOR HARDWARE
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2.
3.
or color, as applicable.
All locks to be Masterkeyed to new keying system
Locks must be furnished with 2 change keys each & all locks must have wrought strike
boxes.
B.
List of Manufacturers:
1. LCN 4040/404] - Closers
2. Schlage (SG) Recreation Department Master Keying System
'"' Stanley. McKinney (SM) - Hinges~ Spring hinges
4. Rockwood (RW) Glynn-Johnson (GJ) Baldwin - Push/Pull/Kick plates. Flush bolts. Door
stops and Silencers
5. Pemk:o, National Guard (PK) - Thresholds, Weatherstrip, Sweeps
c.
Hardware Schedule:
Hardware Set No [lJ: Exterior Swing Doors, 3-8'''x7'-O'' Exit door
[1J Lever Lockset (ADA) Entry function (SG) Entry lever cylindricallockset with cylinde::,
US26D
(SM) Continuous Hinge. S.S. TH, US32
(PK) 171A 3'8"x8"W. ADA HIC profIle, AL.
(R W) Exterior, slab mounted 481-US32
(PK) Rain drip door bottom & top offrame. AL.
(PK) Aluminum weatherstrip with vinyl insen. top &
sides. Brush sweep inside face.
[1 J Continuous Hinge
[3 J H/C profIle threshold, AL.
[ I J Floor stop bumper
[1] Rain Drip
[1] Set Weatherstrip
Hardware Set No. [2J:
[ 1 J Lever Lockset
Interior 3'x7'-O" Classroom, (20 minute label)
(SG) Cylindrical lever lockset with cylinder,
classroom function, US26D
(SM) Hinges, FBB 1794-112" x 4-1/2", NRP US26D
(R W) 608
(RW) 481-US23D
(PK) 8"W x 36"1, Textured Hie profIle, AL.
[1 1,] Pair Hinges
[3 J Silencers
[1 J Floor stop
[I J Threshold
Hardware Set No. [3J: Exterior Single 3', Retrofit
[1] Lever Lockset (ADA) Entry function
(SG) Entry lever cylindricallockset with cylinder.
US26D
Hardware Set No. /4J: Interior Single 3' Fire Rated, "C" label (Storage) Hollow Metal Frame
[1] Lever Lockset, storage function (SG) Cylindrical lever lockset with cylinder, US26D
[1 Yz] Pair hinges (SM) Hinges. FBB 179 4-1/2" x 4-1/2", US26D
[lJ Closer (SG) EN350-PH9xTB with limited arm stop. US26D
[IJ Kick plate (RW) 8"x34" US32
[3] Silencers (R W) 608
Hardware Set No. [5J: Interior Single 3', Retrofit
[1] Lever Lockset
[1] Continuous Hinge
Black hinges & strike
(SG) Cylindrical lever 10ckset with cylinder, US26D
(SM) Continuous Hinge. S.S. TH, US26D
END OF SECTION
DOOR HARDWARE
08710-7
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3.
National CertifIed Testing Laboratories (NCTL).
E.
Glazier QualifIcations: Engage an experienced glazier who has completed glazing similar inrn:nerial,
design. and extent to that indicated for Project with a record of successful in-service perfoTIImnce.
F.
Single-Source Responsibility for Glass: Obtain glass from one source for each product indicated
below:
1.
2.
4.
Primary glass of each (ASTM C 1036) type and class indicated.
Heat-treated glass of each (ASTM C 1048) condition indicated.
Laminated glass of each (ASTM C 1172) kind indicated.
Insulating glass of each construction indicated. .
G.
Single-Source Responsibility for Glazing Accessories: Obtain glazing accessories from one source for
each product and installation method indicated.
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1.6 DELIVERY, STORAGE, AND HANDLING
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c.
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A. Protect glazing materials to comply with manufacturer's directions and as needed to prevent damage to
glass and glazing materials from condensation, temperature changes, direct exposure to sun, or other
causes.
PROJECT CONDITIONS
A. Environmental Conditions: Do not proceed with glazing when ambient and substrate temperature
conditions are outside the limits permitted by glazing materials manufacturer or when glazing cha.11Ilel
substrates are wet from rain, frost, condensation. or other causes. Insrallliquid sealants at ambiem and
substrate temperatures above 40 deg F (4.4 deg C).
WARRANTY
A.
General: Warramies specifIed in this Article shall not deprive the Owner of other rights the Owner
may have under other provisions of the Contract Documents and will be in addition to and run
concurrent with other warranties made by the Subcontractor under requirements of the Contract
Documents.
B.
Manufacturer's Warranty on Coated Glass and Laminated Glass Products: Submit written warramy
signed by coated glass manufacturer agreeing to furnish replacements for those coated glass units that
deteriorate as defIned in "Defmitions" article, f.o.b. point of manufacture, freight allowed Project site,
within specified warranty period indicated below. Warranty covers only deterioration due to normal
conditions of use and not to handling, installing, and cleaning practices contrary to glass
manufacturer's published instructions.
1. Warranty Period: Manufacturer's standard but not less than 5 years after date of Architect's
Final Certificate.
Manufacturer's Warranty on Insulating Glass: Submit written warranty signed by manufacturer of
insulating glass agreeing to furnish replacements for insulating glass units that deteriorate as defmed in
"DefInitions" anicle, f.o.b. point of manufacture. freight allowed Project site, within specifIed wan-amy
period indicated below. Warranty covers only deterioration due to normal conditions of use ana notto
handling, installing, protecting, and maintaining practices contrary to glass manufacturer's published
instructions .
1. Warranty Period: Manufacturer's standard but not less than 10 years after date ofMecnanica:
completion.
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2.1
PART 2 - PRODUCTS
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A.
MAJ\TUF ACTURERS
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GLAZING
Manufacturers: Reference E-03 General Conditions for substitutions.
08800-3
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WIRED GLASS
A.
Wired Glass: ASTM C 1036, Type II (patterned and wired glass. flat), Class 1 (clear), Qualiry qS
(glazing); 6 mm (0.23 inch) thick; of form and mesh pattern indicated below:
1. Polished Wired Glass: Form 1 (wired, polished both sides), and as follows:
a. Mesh m2 (square).
B.
Available Manufacturers: Subject to compliance with requirements, manufacturers offering wired'
glass products that may be incorporated in the Work include, but are not limited to, the following
compames.
1. Polished Wired Glass:
a. Central Glass Co.. Ltd.
b. Pilkington Sales (North America) Ltd.
c. Monsanto.
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2.6 INSULATING GLASS PRODUCTS
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2.7
A. Sealed Insulating Glass units: Preassembled units consisting of organically sealed lites of glass
separated by dehydrated air spaces complying with ASTM E 774 and with other requirements
indicated, including those in Insulating Glass Product Data Sheet at the end of this Section.
1. Individual glass lites making up thermal glazed units:
a. y." gray tinted exterior pane with tint on #2 in board surface.
b. h" Space.
c. 1,1,;" Clear inboard vliL.1. Low E "solar ban" coating on #3 in board surface.
2. Provide heat-treated, coated float glass of kind indicated or, if not otherwise indicated,
Kind HS (heat strengthened) where recommended by manufacturer to comply with system
performance requirements specified and Kind FT (fully tempered) where safety glass is
designated or required by code (temper all units except clerestories).
3. Performance characteristics designated for coated insulating glass are nominal values based
on manufacturer's published test data for units with lites 6.0 rum (0.23 inch) thick and
nominal 1/2-inch dehydrated space berween lites, unless otherwise indicated.
4. U-values are expressed as Btu/hour x sq. ft. x deg F:
a. Visible Light Transmittance: (40) percent minimum.
b. Winter Nighttime U-Factor: (0.31) maximum.
c. Summer Daytime U-Factor: (0.32) maximum.
d. Solar Heat Gain Coefficient: (OAO) maximum.
e. Outdoor Visible Reflectance: (0.34) percent maximum.
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A.
MIRRORS
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B.
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GLAZING
General: Provide products of type indicated, complying with the following requirements:
1. Glass shall be Type I transparent flat type, Class 1 - clear, Glazing Quality q1 6A mm(1/4")
thick conforming to ASTM C1036. Glass shall be coated with silver coating, copper
protective coating, and mirror backing paint conforming to FS DD-M-411.
Silver coating shall be highly adhesive pure silver coating of thickness to provide reflectivity
of 83 percent or more of incident light when viewed through 1/4" glass, free of pinholes or
other defects.
Copper protective coating shall be pure bright reflective copper, homogeneous withom
sludge, pinholes or other defects, of proper thickness to prevent "adhesion pull" by mirror
backing paint. Mirror backing paint consists of two coats of scratch and abrasion-resistant
paint, baked in uniform for protection of silver and copper coatings, which willperrnit
normal cutting and edge fabrication.
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3.
Mirror Accessories:
1. Mastic shall be polymer type mirror mastic resistant to water. shock, cracking, vibration and
thermal expansion. Mastic shall be compatible with mirror backing paint and approved by
mirror manufacturer.
2. Mirror frames shall be "J-mold channel" fabricated of one-piece roll-formed Type 304
stainless steel with No.4 brushed satin finish with concealed fasteners to keep mirror snug to
wall. Frames shall be 1 1I4"x1l4"xI/4" continuous at top and bottom of mirrors. Provide
08800-5
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following companies.
a. Preformed Gaskets:
1. Advanced Elastomer Systems. L.P.
2. Schnee-Morehead, Inc.
~ Tremco. Inc. '
2.11
MISCELLANEOUS GLAZING MATERIALS
A.
General: Provide products of material, size, and shape complying with referenced glazing standard.
requirements of manufacturers of glass and other glazing materials involved for glazing application
indicated, and with a proven record of compatibility with surfaces contacted in installation.
B.
Cleaners, Primers and Sealers: Type recommended by sealant or gasket manufacturer.
c.
Setting Blocks: Elasromeric material with a Shore A durometer hardness of 85 plus or minus 5.
D.
Spacers: Elastomeric blocks or COntinuous exrrusions with a Shore A durometer hardness required by
glass manufacturer to maintain glass lites in place for installation indicated.
E.
Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side-walking).
F.
Plastic Foam Joint Fillers: Preformed, compressible, resilient. nonstaining, nonexrruding,
nonoutgassing. strips of closed-cell plastic foam of density, size, and shape to control sealant depth
and otherwise contribute to producc optimum sealant performance.
G. Reflective Film: Llumar window film for interior safety one-way mirror - R15G.
2.12
FABRICATION OF GLASS AND OTHER GLAZING PRODUCTS
A.
Fabricate glass and other glazing products in sizes required to glaze openings indicated for ProjecI.
with edge and face clearances. edge and surface conditions, and bite complying with recommendations
of' product manufacturer and referenced glazing standard as required to comply with system
performance requirements.
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3.1
PART 3 - EXECUTION
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3.3
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GLAZING
EXAMINATION
A. Examine glass framing, with glazier present, for compliance with the following:
1. Manufacturing and installation tolerances, including those for size, squareness, offsets at
corners.
2. Presence and functioning of weep system
, Minimum required face or edge clearances.
4. Effective sealingberweenjoints of glass-framing members.
B.
Do not proceed with glazing until unsatisfactory conditions have been corrected.
PREPARATION
A.
Clean glazing channels and other framing members receiving glass immediately before glazing.
Remove coatings that are not firmly bonded to substrates.
GLAZING, GENERAL
A.
Comply with combined recommendations of manufacturers of glass, sealants, gaskets, and other
glazing materials, except where more stringent requirements are indicated. including those in
referenced glazing publications.
B.
Glazing channel dimensions as indicated on Drawings provide necessary bite on glass. minimum edge
and face clearances, and adequate sealant thicknesses, with reasonable tolerances. Adjust as required
by Project conditions during installation.
08800-7
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GLAZING
3.5
3.6
A.
B.
c.
D.
E.
compression gaskets formed and installed to lock in place against faces of removable stop~. Stall
gasket applications at corners and work toward centers of openings.
H.
Apply cap bead of elastomeric sealant over exposed edge of tape.
GASKET GLAZING (DRY)
A. Fabricate compression gaskets in lengths recorrul1ended by gasket manufacturer to fit openings exactly,
with stretch allowance during installation.
B.
Secure compression gaskets in place with joints located at comers to compress gaskets producing a
weathenight seal without developing bending stresses in glass. Seal gasket joints with sealant
recommended by gasket manufacturer.
c.
Install gaskets so they protrude past face of glazing Stops.
PROTECTION A.I'\[D CLEAl\'lNG
Protect exterior glass from breakage immediately after installation by attaching crossed stteamers to
framing held away from glass. Do not apply markers to glass surface. Remove nonpermanent labels,
and clean surfaces.
Protect glass from contact with contaminating substances resulting from construction operations
including weld splatter. If. despite such protection. contaminating substances do come into conta::t
with glass, remove them immediately as recommended by glass manufacturer.
Examine glass surfaces adj acent to exterior concrete and other masonry surfaces at frequent intervals
during construction, but not less than once a month, for build-up of dirt, scum, alkali deposits. 0,
stains, and remove as recommended by glass manufacturer.
Remove and replace glass that is broken. chipped, cracked. abraded. or damaged in any way. including
natural causes, accidents and vandalism. during construction period.
Wash glass on both faces in each area of Proj ect not more than 4 days prior to date scheduled for
inspections that establish date of Mechanical completion. Wash glass as recommended by glass
manufacturer.
END OF SECTION
08800-9
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DIVISION Q - FINISHES
SECTION 09255 - GYPSUM BOARD ASSEMBLIES
PART 1 - GENERAL
1.1
SUMMARY
A. This Section includes the following:
1. Nonload-bearing steel framing members for gypsum board assemblies.
2. Gypsum board assemblies attached to steel framing.
~ Fire rated walls and ceiling systems.
B.
Related Sections: The following Sections contain requirements that relate to this Section:
1. Division 7 Section "Firestopping" for fires topping systems and fIre-resistance-rated joint
sealants.
1.2
DEFINITIONS
A. Gypsum Board Construction Terminology: Refer to ASTM C 11 and GA~505 for defmitions of terms
for gypsum board assemblies not defined in this Section orin other referenced standards.
1.3
ASSEMBLY PERFORMANCE REQUIREMENTS
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1'10..
Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide
materials and construction. identical to those of assemblies whose STC ratings were determined
according to ASTM E 90 and classified according to ASTM E 413 by a qualifIed independent testing
agency.
B.
Fire Resistance: Provide gypsum board assemblies with fITe-resistance ratings indicated.
1.4
SUBMITTALS
A.
General: Submit each item in this Article according to the Conditions of the Contract and Division 1
Specification Sections.
B. Product Data for each type of product specifIed.
c.
Shop Drawings showing locations, fabrication, and installation of control and expansion joints
including plans, elevations, sections, details of components, and attachments to other units ofWorL
D.
Product certificates signed by manufacturers of gypsum board assembly components cenifying tflat
their products comply with specifIed requirements.
QUALITY ASSURANCE
A. Single-Source Responsibility for Steel Framing: Obtain steel framing members for gypsum board
assemblies from a single manufacturer, unless otherwise indicated.
B. Single-Source Responsibility for Panel Products and Finishing Materials: Obtain each type of gypsum
board and other panel products from a single manufacturer.
c
Fire-Test-Response Characteristics: Where fITe-resistance-rated gypsum board assemblies are
indicated, provide gypsum board assemblies that comply with the following requirements:
1. Fire-Resistance Ratings: As indicated by GA File Numbers in GA-600 "Fire Resistance
Design Manual" or design designations in UL "Fire Resistance Directory" or in the listing of
another testing and inspecting agency acceptable to authorities having jurisdiction.
2. Gypsum board assemblies indicated are identical to assemblies tested for fire resistance
according to ASTM E 119 by an independent testing and inspecting agency acceptable to
authorities having jurisdiction.
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GYPSUM BOARD ASSEMBLIES
09255- j
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STEEL FRAMING FOR NON-LOAD BEARING PARTITIONS
A.
General: Provide steel framing members complying with the following requirements:
1. Protective Coating: ASTM A 653, G 40 (ASTM A 653M. Z 90) hot-dip galvanized comins.
B.
Steel Studs and Runners: ASTM C 645, with flange edges of studs bent back 90 degrees and doubled
overto form 3/16-inch-wide minimum lip (return), and complying with the follmving requirements for
minimum thickness of base (uncoated) metal and for depth:
1. Thickness: 0.0359 inch (20gauge) unless otherwise indicated.
2. Depth: 3-5/8 inches (92.1 mm), unless otherwise indicated.
.). Depth: 1-/2 & 2-/2 inch furring studs where indicated.
4. Conform to proprietary fIre rated framing systems. i.e.: USG shaftwall and horizontal shan
fIre rated enclosure systems. Provide UL tested system components for a complete tested fIre
rated assembly.
c.
Furring Brackets: Serrated-arnl type, adjustable, fabricated from corrosion-resistant steel sheet
complying with ASTM C 645. minimum thickness of base (uncoated) metal of 0,0329 inch (0.84 ITllll) ,
designed for screw attachment to steel studs and steel rigid furring channels used for furring.
D.
Steel Channel Bridging: Cold-rolled steeL 0.0598-inch minimum thickness of base (uncoated) metal
and 7/16-inch- wide flanges, ]-1/2 inches deep, 4751b/1000 feet, unless otherwise indicated.
E.
Steel Flat Strap and Backing Plate: Steel sheet for blocking and bracing complying with ASTlvl A 653
(ASTM A 653M) or ASTM A 568 (ASTM A 568M), length and \vidth as indicated, and with u
minimum base metal (uncoated) thickness as follows:
1. Thickness: 0.0598 inch (1.5 mm) where indicated.
F.
Fasteners for Metal Framing: Provide fasteners of type, material, size, corrosion resistance, holding
power, and other properties required to fasten steel framing and furring members securely to su'ostrales
involved; complying with the recommendations of gypsum board manufacturers for applications
indicated.
2.3 GYPSUM BOARD PRODUCTS
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A. General: Provide gypsum board of types indicated in maximum lengths available that \vill minimize
end-to-end butt joints in each area indicated to receive gypsum board application.
1. Widths: Provide gypsum board in widths of 48 inches (1219 mm).
B. Gypsum Wallboard: ASTM C 36 and as follows:
1. Type: Regular for vertical surfaces, unless otherwise indicated.
2. Type: Type X where required for fire-resistance-rated assemblies.
3. Type: Proprietary type as required for specific fIre-resistance-rated assemblies.
4. Edges: Tapered.
5. Thickness: 5/8 inch, minimum (15.9 mm).
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2.4
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TRIM ACCESSORIES
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Accessories for Interior Installation: Cornerbead, edge trim, and control joints complying with
ASTM C 1047 and requirements indicated below:
1. Material: Formed metal or plastic, with metal complying with the following requirement:
a. Steel sheet zinc coated by hot-dip process or rolled zinc.
2. Shapes indicated below by reference to Fig. ] designations in ASTM C 1047:
a. Cornerbead on outside corners. unless otherwise indicated.
b. LC-bead with both face and back flanges: face flange formed to receive joint
compound. Use LC-beads for edge trim unless otherwise indicated.
c. U-bead with face and back flanges: face flange formed to be left without application
of joint compound. Use V-bead where indicated.
3.. Use stainless steel screws for drywall attachment to aluminum framing systems.
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GYPSUM BOARD ASSEMBLIES
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3.3
INSTALLING STEEL FRAMING, GENERAL
A.
Steel Framing Installation Standard: Install steel framing to comply with ASTM C 754 and with
ASTM C 840 requirements that apply to framing installation.
B.
Install supplementary framing. blocking. and bracing at terminations in gypsum board assemblies to
support fIxtures, equipment services, heavy trim, grab bars, toilet accessories. furnishings, or similar
construction. Comply with details indicated and with recommendations of gypsum board manufacturer
or, if none available, with United States Gypsum Co.'s "Gypsum Construction Handbook."
c.
Isolate steel framing from building structure at non-load bearing walls to prevent transfer ofloading
imposed by structural movement. Comply with details shown on Drawings.
1. Where building Structure abuts ceiling perimeter or penetrates ceiling.
') Where partition framing and wall furring abut structure, except at floor.
a. Install deflection and fIreswp track top runner at fIre-resistance-rated assemblies
where indicated.
1) Attachjamb studs at openings to tracks using manufacturer's standard stud
clip.
3.4
INSTALLING STEEL FRAMING FOR WALLS AND PARTITIONS
A. Install runners (tracks) at floors, ceilings, and structural walls and columns where gypsum board stud
assemblies abut other construction.
1. Where studs are installed directly against exterior walls. install asphalt felt strips or foam
gaskets berween studs and wall.
B.
Installation Tolerances: Install each steel framing and furring member so that fastening surfaces do not
vary more than 118 inch (3 rum) from the plane formed by the faces of adjacent framing.
c.
Extend partition framing full height to structural framing or deck. Continue framing over frames for
doors and openings and frame around ducts penetrating partitions above ceiling to provide support for
gypsum board.
1. Cut studs 1/2 inch (13 mm) short of full height to provide perimeter relief.
2. For STC-rated and frre-resistance-rated partitions that extend to the underside offlooriroof
slabs and decks or other continuous solid structural surfaces to obtain ratings, install framing
around structural and other members extending below floorlroof slabs and decks. as needed.
to support gypsum board closures needed to make partitions continuous from floor to
underside of solid Structure.
D.
Install steel studs and furring in sizes and at spacings indicated.
1. Single-Layer Construction: Space studs 16 inches o.c., unless otherwise indicated.
E.
Install steel studs so flanges point in the same direction and leading edge or end of each gypsum board
panel can be attached to open (unsupported) edges of stud flanges frrst.
F.
Frame door openings to comply with GA-219, and with applicable published recommendations 0;
gypsum board manufacturer. unless otherwise indicated. Attach vertical studs at jambs with screws
either directly to frames or to jamb anchor clips on door frames; install runner track section (for
cripple studs) at head and secure to jamb studs. .
1. Install 2 studs at each jamb, unless otherwise indicated.
2. Install cripple studs at head adjacent to eachjamb stud. with a minimum 1I2-inch (l2.i-mmj
clearance from jamb stud to allow for installation of control joint.
3. Extend jamb studs through suspended ceilings and attach to underside of floor or roof
structure above.
APPLYING AND FINISHING GYPSUM BOARD. GENERAL
A.
Gypsum Board Application and Finishing Standards: Install and fInish gypsum panels to comply with
ASTM C 840 and GA-216.
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GYPSUM BOARD ASSEMBLIES
09255-5
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3.9
CLEANING AND PROTECTION
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Install U-bead where indicated.
D.
Install control joints according to ASTM C 840 and manufacturer's recommendations and in specific
locations approved by iuchitect for visual effect.
FINISHING GYPSUM BOARD ASSEMBLIES
A. General: Treat gypsum board joints. interior angles. flanges of cornerbead. edge triw~ control joints.
penetrations, fastener heads, surface defects. and elsewhere as required to prepare gypsum board
surfaces for decoration.
B.
Apply joint tape over gypsum board joints and to flanges of trim accessories as recommended by trin-:
accessory manufacturer.
c.
Levels of Gypsum Board Finish: Provide the following levels of gypsum board finish per GA-214.
1. Level 1 - for ceiling plenum areas. concealed areas. and where indicated. unless a higher
level of fmish is required for fIre-resistance-rated assemblies and sound-rated assemblies.
(embed tape in joint compound)
2. Level 4 - for gypsum board surfaces. unless otherwise indicated. (embed tape in joint
compound and apply fIrst and second coat of j oint compound sanded for paint fmish)
D.
Use the following joint compound combination as applicable to the fInish levels specifIed:
1. Embedding and First Coat Ready-mixed. drying-type. all-purpose or taping compound. Fill
(Second) Coat: Ready-mixed, drying-type. all-purpose or topping compound. Finish (Third)
Coat: Ready-mixed. drying-type, all-purpose or topping compound.
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B.
A. Promptly remove any residual joint compound from adjacent surfaces.
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Provide final protection and maintain conditions, in a manner acceptable to Installer, that ensure
gypsum board assemblies are without damage or deterioration at the time of Substantial Completion.
END OF SECTION
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GYPSUM BOARD ASSEMBLIES
09255- 7
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DIVISION l) - FINISHES
SECTION 09300 -CER~MJC TILE
PART 1 - GENERAL
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1.1
SUMMARY
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A. Work under this Section includes materials & labor:
1. Ceramic tile floors and wall base.
2. Setting materials.
~ Grout materials.
4. Waterproof membrane.
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1.2
RELATED SECTIONS
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A. Section 07950 - Caulking and Sealants.
B.
Section 09255 - Gypsum Board Assemblies.
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c.
Section 10800 - Toilet, Bath Accessories.
D.
Division 15 - Plumbing Fixtures.
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E.
Division 16 - Electrical Devices.
1.3 REFERENCES
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A. ANSI Al 08.IA - American National Standard SpecifIcations for Ceramic Tile Installed in the
Wet-Set Method with Portland Cement Mortar.
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B. ANSI A108.1B - American National Standard Specifications for Installation ofCerarnic Tile on a
Cured Portland Cement Mortar Setting Bed with Dry-Set or Latex Portland Cement Mortar.
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C. ANSI Al 08.4 - American National Standard Specifications for Installation of Ceramic Tile wiL~
Organic Adhesives or Water Cleanable Tile Setting Epoxy Adhesive.
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D. ANSI A108.5 - American National Standard SpecifIcations for Installation of Ceramic Tile with
Dry-Set Portland Cement Mortar or Latex-Portland Cement Mortar.
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E. ANSI A108.6 - American National Standard Specifications for Installation of Ceramic Tile with
Chemical Resistant, Water Cleanable Tile-Setting and -Grouting Epoxy.
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F. ANSI A108.9 - American National Standard Specifications for Installation of Ceramic Tile with
ModifIed Epoxy Emulsion MortarlGrout.
G. ANSI A108.1O - American National Standard SpecifIcations for Installation of Grout in Tile wort.
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H. ANSI AI08.II - American National Standard for Interior Installation ofCementitious Backer
Units.
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1. ANSI AlI8.I - American National Standard Specifications for Dry-Set Portland Cement Mortar.
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1. ANSI AII8.3 - American National Standard Specifications for Chemical Resistant, Water
Cleanable Tile Setting and Grouting Epoxy and Water Cleanable Tile Setting Epoxy Adhesive.
K. ANSI AIIS.4 - American National Standard Specifications for Latex-Ponland Cement Monar.
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L. M. ANSI Al18.6 - American National Standard Specifications for Ceramic Tile Grouts.
N. ANSI A118.S - American National Standard Specifications for ModifIed Epoxy Emulsion Monar
Grout.
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CERAMIC TILE 09300-1
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1.5
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QUALITY ASSURANCE
A.
Qualifications:
1. Tile and Dimension Stone Manufacturers: Minimum fIve (5) years documented
experience producing respective products specifIed in this section.
Setting Materials and Grout Materials Manufacllirer: Tile Council of America. In:.
Licensee for Dry-Set Mortar and Grouts, with minimum five (5) years documented
experience producing respective products specifIed in this section.
Installer: Minimum fIve (5) years documented experience installing respective producTs
specified in this section.
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3.
1.6 DELIVERY, STORAGE AND HANDLING
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A.
Deliver materials on site a minimum of 24 hours before use.
B.
Acceptance at site: Accept only materials in original containers, with seals unbroken and labels
intact.
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Store materials in dry, heated area on site in original containers, with seals unbroken and labels
intact, until time of use; prevent damage to materials such as chipping, breakage. freezing, or
excessive heat; prevent contamination by water, moisture, foreign matter, or other causes.
PROJECT CONDITIONS
A. Maintain ambient and surface temperatures at minimum 60 degrees F during installation of
cementitious materials and for 72 hours after installation.
B.
Vent temporary heaters to outside to avoid carbon dioxide damage to new tile work.
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PART:! - PRODUCTS
2.1 MANUFACTURERS
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B.
A.
Acceptable Manufacturers:
I. Ceramic I Porcelain Stone Tile:
a. American Ocean.
b. Dal- Tile.
c. CrossfIeld Ceramics.
d. Surnmitville Tile
e. Florida Tile
2. Setting Materials and Grout:
a. Southern Grouts & Mortars, Inc.
b. BonsaI.
c. Holnam.
d. Custom Building Products.
Supply each specifIed product from a single manufacturer: supply all setting materials and grou:
materials from a single manufacturer.
2.2 TILE MATERIALS
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A.
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CERAMIC TILE
Ceramic Mosaic Tile:
1. Acceptable Product: Porcelain floor tile.
2. Characteristics:
a. Nominal Size:
1. Floors: 8"x8" or 12"xl2" Non-slip slate textured, through color
porcelain, selected by Architect from manufacturers full line such as:
Crossville.
b. Nominal Thickness: 1/4-inch to 1/2-inch based on size of tile.
c. Grade: TCA Master Grade.
09300-3
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3.3
INSTALLATION - GENERAL
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CERAMIC TILE
B.
PREPARATION
A.
B.
c.
D.
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materials manufacturer.
V erify that horizontal substrates are formed to required slopes.
Verify that substrates meet requirements specified in referenced TCA details.
Verify that locations and widths of required expansionjoims are indicated on drawings.
3.
4.
Installer's Examination:
I.
Have installer examine conditions under which construction activities of this section are
to be performed, including but not limited to conditions specifIed in paragraph above. and
submit written notifIcation if substrates or conditions are unacceptable.
Transmit two copies of installer's report t() Architect within 24 hours ofreceipt of report.
Proceeding with construction activities of this section before unacceptable substrates and
conditions have been corrected is prohibited.
Beginning construction activities of this section indicates installer's acceptance of
substrates and conditions under which construction activities of this section are to be
performed.
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3.
4.
Horizontal Cementitious Substrates:
1. Grind high spots of concrete slabs to achieve specifIed tolerances.
2. Install specifIed underiayment to bring horizontal substrates to specified tolerances.
3. Clean surfaces free of dust and debris; acid-etch concrete slabs.
'v'enical Cementitious Substrates:
1. Grind high spots of concrete surfaces to achieve specified tolerances.
2. Apply skim coat of specified latex-portland cement mortar to bring vertical cememitious
substrates; including concrete, concrete unit masonry, plaster, and cementitious backer
units; to specifIed tolerances.
3. Clean surfaces free of dust and debris: acid-etch concrete surfaces.
Cementitious Backer Units:
1. Fill gaps berween panels with specifIed latex-portland cement mortar; embed 2 inch wide
fIberglass mesh tape in skim coat of the same mortar over joims and in corners.
2. Apply skim coat of same mortar to bring wall to acceptable tolerances; do not exceed
manufacturer's recommended thickness of materials.
3. Allow material to cure in accordance with mortar manufacturer's instructions before
application of additional materials.
Protect surface of adj acem products and materials before beginning construction activities of this
section.
A.
Install in accordance with the TCA Methods recommended for substrates.
Install waterproof membrane in accordance with manufacturer's instructions.
1. Install waterproof membrane over all floor surfaces and flash up walls 6" min.
") Install 1 0 mil. vapor barrier below wall tile backerboard and ships lap seal to floo;'
membrane.
Flash and seal all membrane penetrations.
Water test membrane for watertight seal.
B.
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Mix and install proprietary materials in accordance with manufacturer's instructions.
Expansion control:
1. Form expansion control joints in accordance with TCA EJl71-95.
2. Except wnere saw-cut cold expansion joints are indicated on drawings or otherwise
indicated, provide expansion controlj oims where tile abuts venical surfaces, where tile
abuts dissimilar surfaces, where structural joims or changes of materials occur in tile
substrate, as indicated on drawings, and as follows:
09300-5
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B. Except as specifIcally recommended by both tile manufacturer and grout materials manufacturec'.
acid cleaning of tile and grout surfaces is prohibited: in such instance. clean tile and grout surract:s
in strict accordance with manufacturers' instructions for acid cleaning. including protection of
adjacent products and materials.
C. Seal grout after cleaning and curing (3 to 6 weeks).
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3.8
PROTECTION
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A.
Leave fInished installation clean and free of cracked. chipped. broken. unbonded. or otherwise
defective work.
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B.
When recommended by tile manufacturer. apply protective coat of neutral protective cleaner to
completed tile walls and floors.
c.
Protect installed tile in accordance with ANSI specifIcations and manufacturer's instructions: use
Kraft paper or other heavy covering during construction period to prevent staining, damage. and
wear.
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D.
Remove protective coverings and rinse neutral cleaner from tile surfaces not more than 24 hours
before fmal inspection.
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END OF SECTION
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CERAMIC TILE
09300-7
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DIVISION 9 - FINISHES
SECTION 09651 - RESILIENT TILE FLOORING
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1.1
PART 1 - GENERAL
SUMMARY
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A. This Section includes the following:
1. Vinyl composition floor tile.
2. Resilient wall base and accessories.
1.2 SUBMITTALS
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1.4
DELIVERY, STORAGE, AND HANDLING
A.
Product Data: For each type of product specifIed.
B.
Samples for Initial Selection: Manufacturer's color charts consisting of units or sections of units
showing the full range of colors and patterns available for each type of product indicated.
c.
Samples for Verification: Full-size tiles of each different color and pattern of resilient floor tile
specified, showing the full range of variations expected in these characteristics.
1. For resilient accessories, manufacturer's standard-size samples, but not less than 12 inches
(300 mm) long, of each resilient accessory color and pattem specifIed.
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LI.
Product CertifIcates: Signed by manufacturers of resilient products cenifying that each product
furnished complies with requirements.
QUALITY ASSURANCE
A.
Installer QualifIcations: Engage an experienced installer to perform work of this Section who has
specialized in installing resilient products similar to those required for this Project and with a record of
successful in-service performance.
B.
Source Limitations: Obtain each type, color, and pattern of product specified from one source with
resources to provide products of consistent quality in appearance and physical properties without
delaying the Work.
c.
Fire-Test-Response Characteristics: Provide products with the following fire-test-response
characteristics as detennined by testing identical products per test method indicated below by a testing
and inspecting agency acceptable to authorities having jurisdiction.
1. Critical Radiant Flux: 0.45 W/sq. cm or greater when tested per ASTM E 648.
2. Smoke Density: Maximum specific optical density of 450 or less when tested per
ASTM E 662.
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A. Deliver products to Project site in manufacturer's original, unopened cartons and containers. each
bearing names of product and manufacturer, Project identifIcation, and shipping and handling
instructions.
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B. Store products in dry spaces protected from the weather, with ambient temperatures maintained
berween 50 and 90deg F (10 and 32 deg C). Store tiles on flat surfaces.
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C. Move products into spaces where they will be installed at least 48 hours before installation, unless
longer conditioning period is recommended in writing by manufacturer.
1.5
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A.
PROJECT CONDITIONS
Maintain a temperature of not less than 70 deg F or more than 95 deg F in spaces to receive products
for at least 48 hours before installation. during installation, and for at least 48 hours after installation.
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RESILIENT TILE FLOORING
09651-]
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resilient flooring.
Subfloors are free of cracks, ridges, depressions, scale, and foreign deposits.
c.
Do not proceed with installation until unsatisfactory conditions have been corrected.
PREPARATION
A.
General: Comply with resilient product manufacturer's written installation instructions for preparing
substrates indicated to receive resilient products.
B.
Use trowelable leveling and patching compounds, according to manufacturer's written instructions. to
fIll cracks, holes, and depressions in substrates.
c.
Remove coatings, including curing compounds, and other substances that are incompatible with
flooring adhesives and that contain soap, wax, oil, or silicone, using mechanical methoas
recommended by manufacturer. Do not use solvents.
D.
Broom and vacuum clean substrates to be covered immediately before product installation. After
cleaning, examine substrates for moisture, alkaline salts, carbonation, or dust. Do not proceed with
installation until unsatisfactory conditions have been corrected.
3.3 TILE INSTALLATION
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H.
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General: Comply with tile manufacturer's written installation instructions.
B.
Layout tiles from center marks established with principal walls, discounting minor offsets, so tiles at
opposite edges of room are of equal width. Adjust as necessary to avoid using cut widths that equal
less than one-half of a tile at perimeter. Lay tiles square with room axis, unless otherwise indicated.
c.
Match tiles for color and pattern by selecting tiles from canons in the same sequence as manufactured
and packaged, if so numbered. Cut tiles neatly around all fIxtures. Discard broken, cracked, chipped,
or deformed tiles. Lay tiles in basket-weave pattern with grain direction altemating in adjacent tiles.
D.
Scribe, cut, and fIt tiles to butt neatly and tightly to vertical surfaces and permanent fIxtures, including
built-in furniture, cabinets, pipes, outlets, edgings, door frames, thresholds, and nosings.
E.
Extend tiles into toe spaces, door reveals, closets, and similar openings.
F.
Maintain reference markers, holes, and openings that are in place or marked for future cutting by
repeating on fInish flooring as marked on subfloor. Use chalk or other nonpermanent, nonstaining
marking device.
G.
Adhere tiles to flooring substrates using a full spread of adhesive applied to substrate to comply with
tile manufacturer's written instructions, including those for trowel notching, adhesive mixing, and
adhesive open and working times.
I. Provide completed installation with aligned tile edges with out open cracks, voids. raising'
arid puckering at joints, telegraphing of adhesive spreader marks, and other surfrrce
imperfections.
2. Hand roll tiles according to tile manufacturer's written instructions.
3.4 RESILIENT ACCESSORY INSTALLATION
Install VCT pattern where indicated on drawings as determined by Architect.
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B.
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General: Install resilient accessories according to manufacturer's written installation instructions.
Apply resilient wall base to walls, columns, pilasters, casework and cabinets in toe spaces, and other
permanent fixtures in rooms and areas where base is required.
1. Install wall base in lengths as long as practicable without gaps at seams and with tops of
adjacent pieces aligned.
RESILIENT TILE FLOORING
0965 j-3
RESILIENT TILE FLOORING
0965] -5
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c. Musson
d. RCA Rubber Co.
e. Roppe
END OF SECTION
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DIVISION 9 - FINISHES
SECTION 09900 - PAINTING
PART 1 - GENERAL
A.
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1.1 SUMMARY
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1.2
This Section includes surface preparation and fIeld painting of the following:
1. Exposed interior items and surfaces.
") Surface preparation, priming, and finish coats specifIed in this Section are in addition to shop
priming and surface treauuent specifIed in other Sections.
B.
Paint exposed surfaces, except where the paint schedules indicate that a surface or material is not to be
painted or is to remain natural. If the paint schedules do not specifIcally mention an item or a surface.
paint the item or surface the same as similar adjacent materials or surfaces whether or not schedules
indicate colors. If the schedules do not indicate color or fInish, the Architect will select from standard
colors and fInishes available.
1. Painting includes fIeld painting of exposed bare and covered pipes and ducts (including color
coding), hangers. exposed steel and iron work, and primed metal surfaces of mechanical and
electrical equipment.
c.
Do not paint prefmished items. concealed surfaces, fmished metal surfaces, operating parts. and labels.
1. PrefInished items include the following factory-fmished components:
a. Architectural woodwork and casework.
b. Finished mechanical and electrical equipment.
c. Light fIxtures.
2. Concealed surfaces include walls or ceilings in the following generally inaccessible spaces:
a. Furred areas.
b. Ceiling plenums.
c. Pipe spaces.
3. Finished metal surfaces include the following:
a. Anodized aluminum.
b. Stainless steel.
c. Chromium plate.
d. Copper.
e. Bronze and brass.
4. Operating parts include moving pans of operating equipment and the following:
a. Valves, damper operators and linkages.
b. Sensing devices.
5. Labels: Do not paint over Underwriters Laboratories (lJL), Factory Mutual (FM), or other
code-required labels or equipment name, identification, performance rating, or nomenclature
plates.
D.
Related Sections include the following:
1. Division 4 Section "Unit Masonry" for concrete block materials.
") Division 5 Section "Metal Fabrications" for shop priming ferrous metal.
~ Division 8 Section "Steel Doors and Frames" for shop priming steel doors and frames.
4. Division 9 Section "Gypsum Board Assemblies" for surface preparation for gypSunl board.
5. Divisions 15 and 16: Painting of mechanical and electrical work is specifIed in Divisions 15
and 16, respectively.
A.
DEFINITIONS
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PAINTING
General: Standard coating terms defined in ASTM D 16 apply to this Section.
1. Flat refers to a lusterless or matte fmish with a gloss range below 15 when measured at an 85-
degree meter.
Eggshell refers to low-sheen fmish with a gloss range berween 5 and 20 when measured at a
60-degree meter.
Satin refers to low-sheen fInish with a gloss range between 15 and 35 when measured at a 60-
degree meter.
2.
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PAINTING
1.5
DELIVERY, STORAGE, AND HANDLING
A.
Deliver materials to the Project Site in manufacturer's original. unopened packages and containers
bearing manufacturer's name and label. and the following information:
I. Product name or title of material.
") Product description (generic classifIcation or binder type).
3. Manufacturer's stock number and date of manufacture.
4. Contents by volume, for pigment and vehicle constituents.
5. Thinning instructions.
6. Application instructions.
7. Color name and number.
8. VOC content.
B.
Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient
temperature of 45 deg F. Maintain containers used in storage in a clean condition, free of foreign
materials and residue.
1. Keep storage area neat and orderly. Remove oily rags and waste daily. Take necessary
measures to ensure that workers and work areas are protected from fIre and health hazards
resulting from handling, mixing, and application.
1.6
EXTRA MATERIALS
A. Furnish extra paint materials from the same production run as the materials applied in the quantities
described below. Package paint materials in unopened, factory-sealed containers for storage and
identify with labels describing contents. Deliver extra materials to the Owner.
1. Quantity: Furnish the Owner with an additional 5 percent, but not less than 1 gal. (3.785 L)
or 1 case, as appropriate, of each material and color applied.
PART 2 - PRODlJCTS
2.1
MANUFACTURERS
A. Products: Subject to compliance wi requirements, provide one of the products in the paint schedules.
B.
Manufacturers Names: The following manufacturers are referred to in the paint schedules by use of
shortened versions of their names, which are shown in parentheses:
1. Fuller-O'Brien Paints (Fuller).
"I ICI (Glidden/Devoe).
3. Benjamin Moore & Co. (Moore).
4. PPG Industries, Inc. (PPG).
5. Pratt & Lambert, Inc. (P & L).
6. Sherwin-Williams Co. (S-W).
PAINT MATERIALS, GENERAL
A. Material Compatibility: Provide primers, undercoats, and fInish-coat materials that are compatible
with one another and the substrates indicated under conditions of service and application, as
demonstrated by manufacturer based on testing and fIeld experience.
B.
Material Quality: Provide manufacturer's best-quality paint material of the various coating types
specifIed. Paint-material containers not displaying manufacturer's product identifIcation will not be
acceptable.
I. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or
materials is not intended to imply that products named are required to be used to the
exclusion of equivalent products of other manufacturers. Furnish manufacturer's material
data and certificates of performance for proposed substitutions.
c.
Colors: Provide custom colors of the finished paint systems to match Architect's selected samples.
09900-3
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APPLICATION
A.
B.
suffIcient differences in shade of undercoats to- distinguish each separate coat.
General: Apply paint according to manufacturer's written instructions. Use applicators and techniques
best suited for substrate and type of material being applied.
1. Paint colors. surface treatments. and finishes are indicated in the schedules.
2. Do not paint over dirt, rust, scale, grease. moisture, scuffed surfaces. or conditions
detrimental to formation of a durable paint fIlm.
3. Provide fInish coats that are compatible with primers used.
4. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures,
convector covers, covers for finned-tube radiation, grilles. and similar components are in
place. Extend coatings in these areas, as required, to maintain the system integrity an.a
provide desired protection.
5. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces.
Before the fmal installation of equipment, paint surfaces behind permanently fixed
equipment or furniture with prime coat only.
6. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through
registers or grilles.
7. Paint back sides of access panels and removable or hinged covers to match exposed sutfaces.
8. Finish doors on tops, bottoms, and side edges the same as exterior faces.
9. Finish interior of wall and base cabinets and similar field-fInished casework to match
exterior.
10. Sand lightly between each succeeding enamel coat.
Scheduling Painting: Apply fIrst coat to surfaces have been cleaned., pretreated. or otherwise prepared
for painting as soon as practicable after preparation and before subsequent surface deterioration.
1.
The number of coats and the film thickness required are the same regardless of application
method. Do not apply succeeding coats until the previous coat has cured as recommended -0:"
the manufacturer. If sanding is required to produce a smooth. even surface according to
manufacturer's written instructions, sand berween applications.
If undercoats, stains, or other conditions show through fmal coat of paint. apply additional
coats until paint fIlm is of uniform fInish, color, and appearance. Give special attention to
ensure edges, corners, crevices, welds, and exposed fasteners receive a dry fIlm thickness
equivalent to that of flat surfaces.
Allow sufficient time berween successive coats to permit proper drying. Do not recoat
surfaces until paint has dried to where it feels fl.I1Il.. does not deform or feel sticky under
moderate thumb pressure, and where application of another coat of paint does not cause the
undercoat to lift or lose adhesion.
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3.
Application Procedures: Apply paints and coatings by brush, roller. spray. or other applicators
according to manufacturer's written instructions.
1. Brushes: Use brushes best suited for the type of material applied. Use brush of appropriare
size for the surface or item being painted.
Rollers: Use rollers of carpet. velvet back, or high-pile sheep's wool as recommended by- the
manufacturer for the material and texture required.
Spray Equipment: Use airless spray equipment v..rith orifIce size as recommended by Ihe
manufacturer for the material and texture required.
")
3.
Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended
spreading rate. Provide total dry fIlm thickness of entire system as recommended by the manufacturer.
Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to items
exposed in equipment rooms and in occupied spaces.
Prime Coats: Before applying fmish coats. apply a prime coat of material, as recommended by the
manufacturer. to material that is required to be painted or fmished and that has not been prime coated
by others. Recoat primed and sealed surfaces.
G. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque
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PAINTING
09900-5
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PAINTING
3.8
: Dev-Guard Al1:yd Industrial Metal Primer No. 4100.
: Devflex Semi-Gloss No. 4206.
EXTERIOR PAINT SCHEDULE (colors to be selected by Architect.)
Ferrous Metal (Shop Primed):(touch-up prime coat)
1. T ouch up prime coat.
, I st Coats:
" 2nd & 3rd Coat:
A.
ICI
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B.
Ferrous Metal (Not Shop Primed):
1. 1 Sl Coat: ICI
2. 2nd & 3rd Coat: ICI
c.
Metal, galvanized:
L 1 Sl Coat: ICI
2. 2nd & 3rd Coat: leI
D.
: Dev-Guard Al1..'}'d Industrial Metal Primer No. 4100.
: Devflex Semi-Gloss No. 4206.
: Dev-Guard All Purpose Metal Primer No. 4160.
: Enamel No. 500.
Exposed Piping (Except chrome-plate), Conduit, Etc.:
1. 1 SI Coat: ICI: Dev-Guard Alkyd Industrial Metal Primer No. 4100.
2. 2nd & 3rd COat: ICI : Devflex Semi-Gloss No. 4206.
E.
Concrete Masonry:
1. 1 Sl Coat:
~ 2nd & 3rd Coat:
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: Acrylic block fIller BloxFi1l4000.
: Acrylic exterior Low Sheen wall paint.
END OF SECTION
09900- 7
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DIVISION 10 - SPECIAL TIES
SECTION] 0425 - SIGNS
PART 1 - GENERAL
1.1 SUMMARY
1.2
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1.3
A.
This Section includes the following types of signs:
1. Interior Signs.
") Exterior Post Mounted Signs.
B.
Related Sections: The following Sections contain requirements that relate to this Section:
1. Division 2, Sitework for site directional signs.
SUBMITTALS
A.
General: Submit the following according to the Conditions of the Contract and Division 1
SpecifIcation Sections.
B.
Product data for each type of sign specifIed, including details of construction relative to materials,
dimensions of individual components, profIles, and fInishes.
c.
Shop drawings showing fabrication and erection of signs. Include plans, elevations. and large-scale
sections of typical members and other components. Show anchors, layout, reinforcement, accessories,
and installation details.
1. Provide message list for each sign required, including large-scale details of wording and
lettering layout.
2. Provide setting drawings, templates, and directions for installation of anchor bolts and other
anchors to be installed as a unit of Work in other Sections.
3. Templates: Furnish full-size spacing templates for individually mounted dimensional letters
and numbers.
D.
Samples: Provide the following samples of each sign component for initial selection of color, pattern
and surface texture as required and for verifIcation of compliance with requirements indicated.
1. Samples for verifIcation of color, pattern, and texture selected and compliance with
requirements .
QUALITY ASSURANCE
A. Sign Fabricator Qualifications: Firm experienced in producing signs similar to those indicated for this
Project, with a record of successful in-service performance, and suffIcient production capacity to
produce sign units required without causing delay in the Work.
B. Single-Source Responsibility: For each separate sign type required, obtain signs from one source of a
single manufacturer.
C. Design Concept: The Drawings indicate sizes, profIles, and dimensional requirements of signs and are
based on the specifIc types indicated.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
SIGNS
A.
Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Interior Sign Manufacturers:
a. Architectural Signage (ATL.): (Basis of Design)
Ph: (800) 533-9075, Ext. No. 1430
Web: www.archsign.com
b. Advance Process Supply Company.
c. Andco Industries Corp.
d. ASI Sign Systems, Inc.
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SIGNS
2.4
SIGN COMPONENTS
A. Type "A" - Interior 3" x 6" single insert. The copy shall be 5/8" high raised text with grade II Braill~
as required per ADA. Copy color shall be selected by Architect. Wall or door mounted.
B. Type "B" - Interior 6" x 6" Information sign with copy and graphic symbols as scheduled. The copy
shall be upper case (7/8") and lower case (5/8") with raised text. Apply grade II Braille as required
per ADA. Graphic symbols shall be internationally accepted subsurface silk screen. Components shall
be ready to install without the use of tools or hardware. Copy. symbols, and text color shall be
selected by Architect. Wall or door mounted.
c.
Type "c" - Interior 9" x 9" Directional Information with inserts. Copy shall be 5/8" high upper case
1/8" thick acrylic insert with silkscreen copy. Directional arrows and copy color shall be selected,by
Architect. Wall mounted.
D. Type "D" -Interior 6" x 6" Permanent interior. The copy shall be upper case (7/8") and lower case
(5/8") with raised text. Apply grade II Braille as required per ADA. Copy color shall be selected by
Architect. Wall mounted.
PART 3 - EXECUTION
INSTALLATION
A. General: Locate sign units and accessories as scheduled. using mounting methods of the type
described and in compliance with the manufacturer's instructions.
1. Install signs level, plumb. and at the height indicated, with sign surfaces free from distortion
or other defects in appearance.
B.
Plates for interior signs shall be mounted to walls with double-sided adhesive foam tape. Signs shall
be mounted level with top at 5'-0" above fInish floor and 2" from door frame on strike side of frame.
CLEANING AND PROTECTION
A. After installation, clean soiled sign surfaces according to the manufacturer's instructions. PrOtect units
from damage until acceptance by the Owner.
INTERIOR SIGN SCHEDULE
A. Handicap toilet Unisex symbol (2).
EXTERIOR SIGN SCHEDULE
A.
Handicap most-mounted signs (I): 1/8" aluminum sheet per Richmond County standards.
1. Handicap parking signs (post mounted)
END OF SECTION
10425 - 3
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DIVISION 10 - SPECIAL TIES
SECTION 10522 - FIRE EXTINGUISHERS. CABINETS. AND ACCESSORIES
PART 1 - GENERAL
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1.1 SUMMARY
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A. This Section includes the following:
1. Semi-recessed Fire extinguishers with cabinets. (FEC)
") Surface mounted fIre extinguishers with mounting brackets.
(FE)
SUBMITTALS
A.
General: Submit the following according to SpecifIcation 01300 Submittals.
B.
Product data for cabinets include ro.ugh-indimensions. details showing mounting methods,
relationships of box and trim to surrounding construction, door hardware, cabinet type and materials,
trim style, door construction, panel style. and materials.
QUALITY ASSURANCE
A. Single-Source Responsibility: Obtain extinguishers and cabinets from one source from a single
manufacturer.
B.
Coordination: Verify that cabinets are sized to accommodate type and capacity of extinguishers
indicated and provided by Owner under separate Contract.
c.
UL-Listed Products: Fire extinguishers shall be UL listed with UL listing mark for type. raring, and
classifIcation of extinguisher.
D.
FM-Listed Products: Fire extinguishers approved by Factory Mutual Research Corporation for type.
rating, and classifIcation of extinguisher with FM marking.
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PART 2 - PRODUCTS
2.1 MANUFACTURERS
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A.
Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Elkan Brass Mfg. Co., Inc.
2. General Fire Extinguisher Corp.
3. Larsens Mfg. Co.
4. W. C. Allen Mfg. Co.
5. Lyon Metal Products.
6. J.L. Industries.
7. Larsen's Manufacturing Co.
2.2 FIRE EXTINGUISHERS
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2.3
General: Provide fIre extinguishers for each cabinet and other locations indicated, in colors and
[mishes selected by Architect from manufacturer's standard, that comply with authorities having
jurisdiction.
Multipurpose Dry Chemical Type: UL-rated 2-A: 10:B:C, MP 1 O-lb nominal capacity, in enameled
steel container.
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CABINETS
Construction: Manufacturer's standard box, with trim.. frame, door, and hardware to suit cabinet type,
trim style. and door style indicated. Weld all exposed joints and grind smooth. Miter and weld
FIRE EXTINGUISHERS. CABINETS, AND ACCESSORIES
I
10522-1
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FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES
10522-3
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INSTALLATION
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Follow manufacturer's primed instructions for installation.
B.
2.
Install in locations and at mounting heights to comply with applicable regulations of governing
authorities.
1. Prepare recesses in walls for cabinets as required by type and size of cabinet and style ofrrim
and to comply with manufacturer's instructions.
Comply with protected recess in fIre rated walls (UL assemblies).
Provide height for Handicap access to fIre extinguishers in accordance with ADAAG as
adapted by the State of South Carolina ANSL A 117: 1 1999.
Fasten cabinets to structure, square and plumb.
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END OF SECTION
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TOILET AND BATH ACCESSORIES
10800-1
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DIVISION 10 - SPECIALTIES
SECTION 10800 - TOILET AND BATH ACCESSORIES
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PART 1 - GENERAL
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1.1
SUMMARY
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A. Tnis Section includes the following:
1. Toilet room accessories.
') Towel dispenser and waste receptacles.
1.2
SUBMITTALS
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The following shall be submitted in accordance with Section 01300:
1. Finishes: Accessory Items.
") Manufacturer's descriptive data and catalog cuts indicating materials of construction, fasteners
proposed for use for each type of wall construction, mounting instructions, and operation
instructions.
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1.3 GENERAL REQUIREMENTS
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Each accessory item shall be complete with necessary mounting plates, anchors, and fasteners. Concealed
. mounting plates shall be of sturdy construction with corrosion-resistant surface.
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B. Anchors and Fasteners: i\nchors and fasteners shall be capable of developing a restraining force
commensurate with the strength of the accessory to be mounted and shall be well suited for use with the
supporting construction. Where exposed fasteners are permitted, they shall have oval heads and finish to
match the accessory, except exposed fasteners shall be of tamperproof design.
1.4
QUALITY ASSURANCE
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Manufacturers
1. Model numbers are for toilet accessories manufactured by Bobrick Washroom Equipment, Inc.
They are listed as a standard of quality. Equivalent equipment of other manufacturers may be
acceptable, if in the judgment of the Architect. they meet the specifIcations in terms of design,
function, materials, and quality of workmanship. Other manufacturers shall be proposed in
accordance with General Conditions Section E.
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1.5
PRODUCT DELIVERY, STORAGE AND HANDLING
A. Deliver items in manufacturer's original unopened protective packaging.
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B.
Store materials in original packaging until installed.
c.
Handle to prevent damage to fInish surfaced.
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D. Maintain protective coverings until installation is complete and ready for [mal cleaning.
PART 2 - PRODUCTS
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2.1
MATERIAL
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A. Provide materials and accessories, conforming to requirements specified,
manufacturers:
1. Bobrick Washroom Equipment, Inc.
2. American Specialties, Inc.
3. Bradley Corporation
4. Bay West
5. Wisconsin Tissue Mills
6. Royce Rolls Ringer Co.
from one of the following
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2.2
FINISHES
A. Finishes on metal shall be provided as follows:
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I Electric Hand Dryer
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Bradley
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I Baby Changing Station
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i Shower Currain/Hooks
I Shower Curtain Rod
I Bradley
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I' Combination unit-dual toilet I Bradley
tissue dispenserl seat cover i
! dispenser! napkin disposal I
I Mop Holder I Reference Drawing i
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I Shower Seat/Left Hand I Bradley 956-30 118" A.F.F.
, Shower Seat/Riaht hand I Bradlev 9561-30 i
I Shower Grab Barl Left I Bradley 800-036 I
Shower Grab Bar! Ri!!ht i Bradlev 800-03 7 I
! Shower Curtain with Track I I
I Swing-up grab bar ! Bradlev 8370-101 I 36" to top
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END OF SECTION
TOILET AND BATH ACCESSORIES
10800-3
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