|
RESTORATION & ADAPTATION
OF
THE JOANEDA HOUSE
ST. AUGUSTINE, FLORIDA
FOR
HISTORIC ST. AUGUSTINE PRESERVATION BOARD
Architects: Fisher & Shepard, Architects & Planners, Inc.
456 University Boulevard North
Jacksonville, Florida 32211
RESTORATION & ADAPTATION
OF
THE JOANEDA HOUSE (S7 TEW O&V -S7
ST. AUGUSTINE, FIORIDA Lg1-^ 7 )
FOR
HISTORIC ST. AUGUSTINE PRESERVATION BOARD
Architects: Fisher & Shepard, Architects & Planners, Inc.
456 University Boulevard North
Jacksonville, Florida 32211
TABLE OF C 0ON-TE N.TS -
A
B.
C
D
E
F
G
H .
I
S 1A
2B
10
3D
2A
20
2D
3A
5A
6A
6B
6c
7A
7B
.7C
7D
7E
BA
8B
8C
9A
9B
90
9D
9E
9F
95G-
9H
A-1
B-1 B-11
C-1 C-2
D-1
E-1 E-l1
F-1 F-31
G-1 G-3
H-1
1-1 I-3
1A-1
IB-1 1B-2
10C-1 10-3.
ID-1
2A-1 2A-3
Advertisement for Bids
Instructions to Bidders
Proposal Form
List of Subcontractors Form
Instructions to Contractor
AIA Instructions to Bidders, General and
Supplementary Conditions
Supplementary General Conditions
Form of Performance and Payment Bond
Wage Rate Certificates
Base Bid & Alternates
Temporary Construction & Facilities
Miscellaneous Requirements
Special Conditions
Clearing, Demolition & Earthwork
Not Used
Not Used
Soil Poisoning
Concrete.
Masonry
Miscellaneous Steel & Iron
Carpentry-at-Site
,Millwork & Casework
Wood Preservative & Flane-Proof Treatments
,Vapor Barrier
Thermal Insulation
Roofing & Shingles
Architectural Sheet Metal
Caulking & Sealing
Class & Glazing
Wood Doors & Special Doors
Wood Windows
Lath & Plaster
Not Used
Not used
Tile Work
Not Used
Not Used
Not Used
Not Used
- 3A-2
- 4A-2
- 6A-3
- 6B-2
- 8A-2
- 9A-3
9D-1 9D-2
Page 1 of 2
SECTION
NUMBER
PAGE
UMBER
2D-1
3A-1
4A-1
6A-1
6B-1
60-1
7A-1
7B-1
7C-1
7D-1
7E-1
8A-1
8B-1
80-1
9A-1
SECTION
91
9J
9K
10A
11A
12
13
14
15A
15B
16A
9J-1 9J-4
9K-i
10A-l
11A-l
TABLE O'f cOTmETS (colrm2u)
.-Not Used
Painting
Floor Covering
Toilet Accessories
Equipment
Not Used
Not Used
Not Used
Heating & Air Conditioning
Plumbing
Electrical
- 15A-2
- 15B-3
- 16A-4
Page 2 of 2
15A-1
15B-1
16A-1
CONDITIONS OF THE CONTRACT
I. BIDDING CONDITIONS
SECTION A Advertisement For Bids
SECTION B Instructions to Bidders
SECTION C Proposal Form
SECTION D Form for Listing Subcontractors
II. CONTRACTUAL CONDITIONS
Section E
Section F
Section G
Section H
Section I
- Instructions to Contractors
- Inclusion of A.I.A. Instructions to Bidders, A.I.A. General
Conditions, and A.I.A. Supplementary General Conditions, and
Modifications and Additions to A.I.A. General Conditions.
- Supplementary General Conditions
- Form of Performance and Payment Bond
- Wage Rate Certificates
SECTION A
ADVERTISEMENT FOR BIDS
Legal Notice is hereby given that sealed bids will be received by the
Historic St. Augustine Preservation Board, until o'clock
(Eastern Standard Time) on 1975, and will at that
time be publicly opened and read aloud at
for the restoration and adaptation of the Joaneda House, 57 Treasury
Street, St. Augustine, St. John's County, Florida.
All materials furnished and all work performed shall be in accordance
with the drawings, specifications and contract documents pertaining
thereto, which may be examined, but not obtained, at the office of the
Historic St. Augustine Preservation Board, Government House, Corner St.
George & Cathedral St., St. Augustine, Fla., and may be obtained from
the office of Fisher & Shepard, Architects & Planners, Inc., Architect,
456 University Boulevard North, Jacksonville, Florida.
General Contractors may secure drawings and specifications fran the
Architect for a deposit of $20.00 per set with a limit of two sets per
Contractor. The deposit will be returned to the Bidder upon the return
of the plans and specifications, in good condition, to the Architect.
All bids must be submitted on the proposal form as furnished by the
Architect/Engineer and must be accompanied by a Bid Bond, certified
check, Cashier's check, Treasurer's check or Bank Draft, in a sum not
less than five (5) percent of the amount of.the base bid, as a guarantee
that the Bidder will enter into an agreement with the Owner if his bid
is accepted. This bid shall remain in force for 30 days after the time
of opening. Bidders must be licensed to do business in the State of
Florida.
The Historic St. Augustine Preservation Board reserves the right to
reject any and all bids and to waive informalities in any bid whenever
such rejection or waiver is in the interest of the Owner.
HISTORIC ST. AUGUSTINE PRESERVATION BOARD
GOVERNMENT HOUSE, CORNER ST. GEORGE & CATHEDRAL SHEETS
ST. AUGUSTINE, FLORIDA
ROBERT H. STEINBACH, DIRECTOR OF RESEARCH & INTERPRETATION
Revised 8/6/73 A-1
SSBCTIC B
.STmJCTICS. TO BIDDERS
INDEX
B-i Specification Terminology ............................. B-1
B-2 Qualification of Bidders............................. B-2
B-3 Familiarity with Laws................. ....... ......... B-2
B-4 Wage Rates ..... .. .... .. o ........ ........o o ...... .. ..... B-2
B-5 Florida Products and Labor............................ B-2
B-6 Taxsresazid'Eernit.................0................9..- .. B-2
B-7 Progress Payments..................................... B-3
B-8 Bidding Documents............. ........................ B-3
B-9 Alternates............................................. B-3
B-10 Addenda.............................................. B-4
B-11 Interpretation of Bidding Documents.................... B-4.
B-12 Examination of Bidding Docuamnts and .Site of Work...... B-4
B-13 Basis for Bidding Trade Names........................ B-5
B-14 Bid Guarantee..... ....... ........... ................. B-5
.B-15 Surety Companies Acceptable to the HSAPB............. B-6
B-16 Listing of Subcontractors.............................. B-7
B-17 Preparation and Submission of Bids..................... B-7
B-18 Bid Modification....................................... B-8
B-19 Withdrawal of Bids................................... B-8
B-20 Disqualification of Bidders............................ B-8
B-21 Receipt and Opening of Bids............................ B-9
.B-22 Disqualification of Bids.............................................. B-9
B-23 Rejection of Bids...................................... B-9
B-24 Award of Contract...................................... B-9
B-25 Time of ComDletion and Liquidated Damages.............. B-9
B-26 Apprentice Employment Requirements ................... B-130
Revised 5/22/73-
SECTION B
INSTRUCTIONS TO BIDDERS
B-1 SPECIFICATION TERMINT.OGY
DEFINITION OF TERMS:
Whenever in these specifications the following terms (or pronouns which
replace these terms) are used, their intent and meaning shall be inter-
preted as follows:
Historic St. Augustine Preservation Board.
Contractor:
Any individual, firm, partnership or corporation entering into an agree-
ment to perform the work specified herein.
ARCHITECT:
The firm of Fisher & Shepard, Architects & Planners, Inc.
PROJECT REPRESENTATIVE:
An authorized representative of the Architect assigned to assist the
Architect in carrying out his responsibilities at the project site.
BIDDER:
Any individual, firm, partnership or corporation submitting a proposal
for the work contemplated.
SURETY:
The corporate body which is bound with and for the Contractor, which is
primarily liable and which guarantees the faithful performance of the
Agreement.
PROPOSAL:
A bid for the work contemplated which the Bidder shall submit on ap-
proved forms.
The drawings or reproductions thereof pertaining to the work to be per-
formed and which have been prepared or approved by the Architect.
SPECIFICATIONS:
The Conditions of the Contract, Detailed Technical Specifications and
such other descriptions of the work. as are set forth in any of the con-
tract documents.
"Agreement" shall mean the document entitled "Form of Agreement Between
Contractor and. Owner for Construction of Buildings".
CONTRACT:
"Contract" shall mean the Contract Documents as defined and listed in
the Agreement.
Revised 8/1/71
B-l
-2 QUALIFICATION OF BIDDERS
In order to be qualified a Bidder must be able to present
evidence that he/(they) is currently registered with or holds
an unexpired certificate issued by the Florida Construction
Industry Licensing Board in accordance with Chapter 468, Part.
2, Licensing of Construction Industry, Florida Statutes 1969.
Furthermore, the Agreement will only be entered into with
responsible contractors, found to be satisfactory by the Owner,
qualified by experience and in a financial position to do the
work specified.
In order to facilitate the execution of the Agreement, the
bidder shall submit with his proposal a list of and brief
; description of similar work satisfactorily completed, with
location, date of contracts, together with names and addresses .
of Owners.
B-3 FAMILIARITY WITH LAWS
The Bidder is required to be familiar with all Federal, State
and local laws, ordinances, rules and regulations that in any.
manner affect the work. Ignorance on the part of the Bidder
will in no way relieve him from responsibility.
B-4 WAGE RATES
Attention of Contractor is directed to the provisions of Section
215.19, Florida Statutes, with regard to rate of wages for
Laborers, Mechanics and Apprentices employed on Public Works.
The rate of wages for the construction of the proposed work shall
be not less than the prevailing rate of wages furnished by the
Division of Labor and Employment Opportunities of the State of
Florida, Department of Commerce or a current wage rate Decision
issued by the United States Department of Labor if this project
is being assisted by Federal Funds. This determination will be .
indicated by the schedule of labor classifications and corre-
sponding wage rates which are included in these documents.
B-5 FLORIDA PRODUCTS AND LABOR.~
The Contractor's -attention is called to. Section 255.04,. Florida.
Statutes, which require'that on public building contracts Florida
products and labor shall be used wherever piice and quality are
equal.
B-6 TAXES AND PERMITS
. Although the Owner is not subject to the Florida Sales and Use
Tax any Contractor who-purchases materials which will be used
in the construction of a State owned building w.il .not be ex-
m pted from the-sales tax on these materials as evidenced by.
the following excerpt -from the Florida Statuteh :
Revised 8/1/71 *
/
The State, any county, municipality or political subdivision
of this State is exempt from the sales tax, except this exemption
shall not include sales of tangible personal property made to
contractors employed either directly or as agents of any such.
government or political subdivision thereof when such tangible
personal property goes into or becomes a part of public works
owned by such government or political subdivision thereof.
The Owner is not subject to:
Federal Excise Taxes on materials or appliances that
are incorporated into and become a part of the con-
pleted improvement.
Federal Tax on Transportation of Property.
Cost of Municipal Building Permits.
In every case of a purchase of materials to be incorporated
in*the work which are subject to Federal Excise Tax, the Owner
will furnish to the Contractor the necessary Federal Excise
Tax Exemption Certificate upon receipt of a copy of the supplier's
invoice showing the item or items, the net price and Federal
Excise Tax separately.
The Bidder shall take these-factors into consideration in
preparing his proposal, including-therein the cost of the
State Sales and Use Tax on materials, but excluding the cost
of those taxes and permits not applicable.
B-7 PROGRESS PAYMENTS'
Based upon Applications for Payment submitted to the Architect
by the Contractor and Certificates for Payment issued by the
Architect, the Owner shall make monthly progress payments to
the Contractor as provided in the Agreement.
B-8 BIDDING DOCUMENTS
Drawings, specifications and informational documents furnished
to the Bidder for. his use in preparing a bid for the work
involved in the project comprise the bidding documents.
B-9 ALTERNATES
If the Owner wishes to learn the relative or additional con-
struction cost of an alternative method of construction, an
alternative use of .type of material or an increase or decrease
in scope of the project these items will be defined as alter-.
nates and will be specifically described by the drawings and/
or the specifications. Alternates will be listed in the ProT-
posal Form in such a manner that the Bidder shall be able to
clearly indicate what sume he will add to (or deduct r m)
his Base Bid.
Revised 8/1/71
B-3 -
If the base bid is within the amount of funds available to finance
the construction contract and the Owner wishes to accept alternate
additive bids, then contract award will be made to that responsible
bidder submitting the low combined bid, consisting of the base bid
plus alternate additive bids (applied in the numerical order in which
they are listed on the bid form). Under this procedure, if the Owner
.wishes to make award on only the base,bid, then contract award will be
made to that responsible bidder submitting the low base bid.
If the base Is within the amount of funds available to finance the
construction contract, then contract award will be made to that
responsible bidder submitting the low base bid. If the base bid ex-
ceeds the amount of funds available to finance the construction con-
tract, then the Owner may reject all bids or may award the contract
to that responsible bidder submitting the. low combined bid, consisting"
of the base bid with such alternate deductive bids (applied in the
numerical order in which they are listed on the bid form). as *are re-
quired to produce a net bid amount within the availability of funds.
S, B-lQ ADDM A ..
In case the Architect finds it expedient to supplement, modify or
interpret any portion of the Bidding Documents during, the bidding
period, such procedure will be accomplished by the issuance of writ-
ten Addenda to the Bidding Documents. which will. be delivered, or mailed
:to all prospective Bidders at the respective addresses furnished for
* such purposes.. .-
B-ll INTERFETATION OF BDDID DOCUMENTS
No interpretation of the meaning of the Drawings, Specifications,
or other Bidding Documents, no correction of any apparent ambiguity,.-
inconsistency or error within, will be made to any Bidder orally.
Every request for such interpretation or correction should be in .
writing, addressed to the Architect. All such interpeetations and, .
supplemental instructions will be in the form of written Addenda to
the Bidding Documents.
Only the interpretation or correction so given by the Architect, in
writing, shall be binding and prospective Bidders are advised that
no other source is authorized to give information concerning, or to
explain or interpret the Bidding Documents.
SB-12 iEANATION OF BIDDIG DOCUMENTS AD SfTE OF WORK
Bidders are required, before submitting their proposals, to visit
the site of the proposed work and ..completely familiarize themselves
with the nature and extent of the work and any local conditions that
may in any manner affect the work to be performed and. the equipment, .
Rev:'" i sed" 8/ /7 B4""' " ": "' ".
.Revised 8/1/71
B-f
materials, and labor required. They are also required to examine
carefully the drawings, specifications and other. bidding documents,
to inform themselves thoroughly regarding any and all conditions
and requirements that may in any manner affect the work.
B-13 BASIS FOR BIDDING TRADE NAMES
For clarity of description and as a standard of comparison, cer-
tain equipment, materials, etc., have been specified by at least
two trade names or manufacturers. To insure a unIform basis for
bidding, the Bidder shall base his Proposal on the particular sys-
tem, equipment or material specified. After the contract is let,
other-'equipment, materials, etc., as manufactured by other manufac-
turers may be accepted only if, in the opinion of the Architect,
same is equivalent in quality and workmanship and will perform satis-
factorily its intended purpose.
B-1 I BM GUARANTEE
Bids shall be accoaanied by a bid guarantee of not less than
five (5) percent of the amount of the bidc which may be a certified
check, a cashier's check, treasurer's check, bank draft, or Bid
Bond made payable to the Owner. Such check 97 Bid Bond shall be
. submitted with the understanding that it shall guarantee that the
Bidder will not withdraw his bid for a period of thirty (30) days
after the scheduled closing time for the receipt of bids; that if
his bid. is accepted, he will enter into a written contract with the
Owner in accordance with the form of agreement included as a part
of the Contract Documents, and that the required Performance Bond
will be given; and that in the event of the withdrawal of said bid
within said period, or failure to enter into said Agreement and give
said bond within ten (10) days after he has received notice of ac-
ceptance of his bid, the Bidder shall be liable to the Owner for the
full amount of the bid guarantee as representing the damage to the
Owner on account of the default of the Bidder in any particular hdre-,.
of. The Bid Bonds or checks shall be returned to all except the
lowest two bidders after the formal opening of bids. The remaining
Bid Bonds or checks shall be returned to the two lowest bidders after
the Owner and the accepted bidder have executed the Agreement, and Per-
Sformance;Bond has been approved by the Owner. If the required Agree-
ment and Bond have not been executed within thirty (30) days after
the date of the opening of the bids, then the Bid Bond.-or check of.
any Bidder will be returned upon his request, provihe.'haahhsnot"
been notified of the acceptance of his bid prior to- the date of such
request.
Revised 8/1/71
B-5
B-15 SURETY COMPANIES ACCEPTABLE TO THE HISTORIC ST. AUGUSTINE;
PRESERVATION BOARD;
To be acceptable to the Historic St. Augustine Preservation Board as
Surety for Performance and Payment Bonds a Surety Company "
shall comply with the following provisions:
'1) The.Surety Company must be admitted to do-business in
the State of Florida.
2). The Surety Company shall have been in business and have
a record of successful continuous operations for at
least five years.
3) The Surety Company shall have at least the following
minimum ratings:
(a) REQUIRED FINANCIAL RATING
CONTRACT AMOUNT (Best's Financial Rating)
0 to" 375.,000 BBBB
375,000 to 500,000 BBBB+
500,000 to 750,000 AA
750,000 to 1,000,000 AA+
1,000,000 to 1,250,000 AAA
1,250,000 to 1,500,000 AAA+
1,500,000 to 2,000,000 AAAA
2,000,000 to 2,500,000 AAAA+
2,500,000 or more AAAAA
(b) Best's Policyholder's Rating of "A" (which. signify
."excellent" based upon good underwriting, economic
management, adequate reserves for undisclosed lia-
bilities, net resources for unusual stock and sound
investment) or an equivalent rating from the Insur-
ance Commissioner if not rated by Best's.
4). The Surety Company shall not expose itself to any loss
on any one risk in an amount exceeding ten (10) percent
of its surplus to policyholders, provided:
(a) Any risk or portion of any risk which shall have
been reinsured (in which case these minimum require-
ments contained herein also apply to the reinsuring
Carrier) in assuming insurer authorized or approved
by the Insurance Commissioner to do such business
in this State shall be deducted-in determining the
limitation of risk prescribed in this section.
(b) In the case of.a surety insurance company, there
shall be deducted in addition:.to the deduction for
reinsurance, the amount assumed by any.co-surety,
the value of any security deposited, pledged or
held subject to the content of the surety and for
the protection of the surety.
B-16 LISTING OF SUBCONTRACTORS
In order that the Owner may be assured that only qualified
and competent subcontractors will be employed on the project
each Bidder shall submit with his Proposal a list of the
subcontractors who will perform the work for each Division
of the Specifications as indicated by the "List of Subcon-
tractors" form contained in these specifications. The Bidder
shall have determined to his own complete satisfaction that
a listed subcontractor has been successfully engaged in this
particular type of business for a.reasonable length of time,
has successfully completed installations comparable to that
which is required by this Agreement and is qualified both
technically and financially to perform that pertinent phase
of this work for which he is listed. Only one subcontractor
shall be listed for each phase of the work.
After public opening and reading of proposals, the listing
*of subcontractors submitted by the apparent low-Bidder will
be read publicly. The listings of other bidders will be
returned.
No change shall be made in the .list of subcontractors, before
or after the award of a contract, unless agreed to in writing
by the Owner.
B-17 PREPARATION AND SUBMISSION OF BIDS
Each Bidder shall copy the proposal .form on his own letter-
head, indicate his bid prices thereon in proper' spaces, for
.*the entire work and for alternates on which he bids. Any
erasure or other correction in the proposal may be explained
or noted over the signature of the Bidder. Proposals con-.
taining any conditions, omissions, unexplained erasurers,
alternations, items not called for or irregularities of.any.
kind may be rejected by the Owner.
Each bid must give the full business address of the Bidder
and state whether he is an individual, corporation or
partnership.
Proposals by a corporation must be signed with the legal name
and seal of the corporation followed by the name of the state
of its incorporation and the manual signature and designation
of an officer, agent or other person authorized to bind the
corporation.
B-7
Proposals by partnerships shall show the names of all partners
and must be signed in the partnership name by one of the
partners. The partnership signature shall be followed by the
manual signature of the partner signing.
In every case, the name of 'the person signing and his desig-
nation, shall be typed or printed below his signature. A
person who affixes to his signature the word "President",
"Secretary", "Agent" or other designation, without disclosing
his principal, may be held to be individually responsible for
such bid. Satisfactory evidence of the authority of an officer,
agent, attorney or other person signing for a corporation and
agent, attorney or other person signing for partnership or an
individual shall be furnished.
Bidder's proposal with the bid .guarantee shall be enclosed in
a sealed envelope which shall be marked and addressed as indi-
cated by the advertisement and bearing the certification number
allocatedto the bidder by the Florida Construction Industries
Licensing Board in compliance with Chapter 468, Part 2, Licen-
sing of Construction Industry, Florida Statutes. That
sealed envelope shall be placed within a.mailing envelope along
with the Bidder's Listing of Subcontractors, sealed, marked
and addressed as above and.delivered to the proper address.
B-18... BID MODIFICATION
Bid modification will be accepted from Bidders if addressed
as indicated in Call For Bids and if received prior to the
opening of bids. Modification may be telegraphic or in other
.written or printed form. Modification will be read by Owner
or Architect-Engineer prior to opening formal bids.
B-19 WITHDRAWAL OF BIDS
Bids may be withdrawn on written or telegraphic request
received from Bidders prior to the time fixed for opening.
Negligence on the part of the Bidder in preparing the bid
confers no right for the withdrawal of the bid after it.has
been opened.
B-20 DISQUALIFICATION OF BIDDERS
More than one bid from an individual, firm, partnership,
corporation or association under the same or different
names will not be considered. Reasonable grounds for be-
lieving that a Bidder is interested in more than one proposal
for the same work will cause the rejection of all proposals
..in which such Bidders are believed to be interested.
Revised 8/1/71
B-8
B-21 RECEIPT AND OPENING OF BIDS
Bids will be opened publicly at the time and place stated
in the call for.bids. The. officer whose duty it is to open
them will decide when the specified time has arrived and no
bids received thereafter will be considered. No responsibility
will be attached to any-officer for the premature opening of
a bid not properly addressed and identified.
At the time fixed for the opening of bids, their contents will
be made public for the information of Bidders and others inter-
ested who.. may be present..
B-22 DISQUALIFICATION OF BIDS
Any or .all proposals will be rejected if there.is reason to
believe that: collusion exists -among the Bidders, and no parti-
cipants in such collusion will be considered in future proposals
for the same work. Proposals in which ths prices obviously are
unbalanced willibe rejected.
B-23 REJECTION OF BIDS
The Owner reserves the right to reject any and all bids when
such rejection is in the interest of the'State:.of Florida, and
to reject the proposal of a Bidder wo is not in position to
,.pe-form the contract. .
B-24 AWARD OF CONTRACT
The contract will be awarded as soon as possible to the lowest
qualified Bidder provided hist, bid is. reasonable and it is in
the best interest of the Owner to accept it.
The Owner reserves the right to waive any informality in bids
received when such waiver is in the interest of the Owner.,
Each. Bidder shall, if so requested by the Owner, present addi-
tional evidence of his experience, qualifications and ability
to carry out. the terms of the contract,, including a. financial
statement.
B-25 TIME OF COMPLETION AND LIQUIDATED DAMAGES
The work to be performed under this contract shall be commenced
within ten (10) calendar days after receipt of Notice to Proceed
and be substantially completed within. 150' calendar days
after receipt of Notice to Proceed. .
Revised. 6/4/71. B9
/
Inasmuch as failure to complete the project within the time fixed in
the Agreement will result in substantial injury to the Owner, and as
damages arising from such failure cannot be calculated with any degree
of certainty, it is hereby agreed that if the project is not substan-
tially completed, according to the definition of "substantial comple-
tion" in Article 8.3 of the Agreement, or within such further time, if
any, as in accordance with the provisions of the contract documents shall
be allowed for such substantial completion, the Contractor shall pay to
the Owner as liquidated damages for such delay, and not as a penalty,
twenty and no/100 dollars ($20.00) for each and every calendar day elaps-
ing between the date fixed for substantial completion and the.date such
substantial completion shall have been fully accomplished. Said liqui-
dated damages shall be payable in addition to any excess expenses or
costs payable by the Contractor to the Owner under the provisions of
Article 14 of the General Conditions, and shall not exclude the recovery
of damages by the Owner under other provisions of the contract documents,
except for contractor's delays.
This provision for liquidated damages for delay shall in no manner af-
fect the Owner's right to terminate the contract as provided in Article
14 of the General Conditions or elsewhere in the contract documents. The
Owner's exercise of the right to terminate shall not release the Contrac-
tor from his obligation to pay said liquidated damages in the amounts set
oubt in the Agreement.
It is further agreed that the Owner may deduct from the balance retained
by the Owner under the provisions of Article 4 of the Agreement the liqui-
dated damages stipulated therein or in Article 4.3 of the Agremedit as the
case may be, or such portion thereof as the said retained balance will cover.
B-26 Apprentice Employment Requirements
The following contract clauses shall be conditions of each State of
Florida contract in excess of $25,000:
(a) The contractor agrees:
1. That he will make a diligent effort to hire for the performance
of the contract a number of apprentices in each occupation which bears
to the average number of journeymen in that occupation to be employed in
the performance of the contract, the ratio of at least one apprentice
or trainee to every five journeymen.
2. That he will, when feasible, assure that 25 percent of such
apprentices or trainees are in their first year of training, except when
the number of apprentices or trainees to be hired is fewer than four.
Feasibility here involves a consideration of the availability of training
opportunities for first year apprentices or trainees, the hazardous nature
of the work for beginning workers, and excessive unemployment of appren-
tices or trainees in their second and or subsequent years of training.
Revised 8/02/73
B-10
3. That during the perormance of the contract, he will make dili-
gent efforts to employ the number of apprentices or trainees necessary
to meet requirements of subparagraphs 1 and 2. However, on-the-job
training programs shall only be established in non-apprenticeable trades
or occupations to meet the requirements of Section ii6.101, Florida
Statutes.
(b) The contractor agrees to return records of employment by
trade of the number of apprentices or trainees, and apprentices or
trainees by first year of training and of journeymen and the wages
paid and hours of work of such persons, on a 'form as prescribed by the
bureau of apprenticeship of the division of labor and employment oppor-
tunities at three-month intervals. Submission of duplicate copies of
forms submitted to the United States department "f labor shall be suf-
ficient compliance with the provisions of this section.
(c) The contractor agrees to supply to the bureau of apprentice-
ship of the division of labor and employment opportunities, at three-
month intervals, a statement describing steps taken toward making a
diligent effort and containing a breakdown by craft of hdurs,'worked
and wages paid for first-year apprentices or trainees, other appren-
tices or trainees, and journeymen.
(d) The contractor agrees to insert in any subcontract under
this contract the requirements contained in this section. The tern
"contractor" as used in such clause and any subcontract shall mean\,the
subcontractor.
Revised 8/02/73
B-11
SECTION C
PROPOSAL FORM
SUBMIT IN TRIPLICATE ON
CONTRACTOR'S LETTERHEAD
DATE: _____
TIME: _____
TO: Historic St. Augustine Preservation Board
Government House,
Corner St. George & Cathedral Sts.
St. Augustine, Fla. 32084
Gentlemen:
The undersigned, hereinafter called "Bidder", having visited the site of
the proposed project and familiarized himself with the local conditions,
nature and extent of the work, and having examined carefully the drawings,
specifications, the Form of Agreement, and other Contract Documents, with
the Bond Requirements therein, proposes to furnish all labor, materials,
equipment and other items, facilities and services for the proper execution
and completion of.'restoration and adaptation of the Joaneda House, 57 Treasury
Street, St. Augustine, St. John's County, Florida, in full accordance with
the drawings and specifications prepared by the firm of Fisher & Shepard,
Architects & Planners, Inc., 456 University Boulevard North, Jacksonville,
Florida, in accordance with your Advertisement For Bids, Instructions to
Bidders, Agreement and all other documents relating thereto on file in the
office of the Architect and if awarded the contract, to complete the said
work within the time limits specified for the following bid price:
Base Bid
__ Dollars ($
With the foregoing as a Base Bid, the following costs of alternate pro-
posal are submitted in accordance with the drawings and specifications;
Additive Alternate No. 1 Provide attic sleeping area,
Bath 2, clothes closet, doors
to attic storage, spiral stair,
and opening for stair, all com-
plete with finishes and acces-
sories. ($
Revised 8/6/73 C-1
There is enclosed a certified check, cashier's check, treasurer's
check, bank draft, or Bid Bond in the amount of not less than
five (5) percent of the Base Bid payable to the Department
of General Services, as a guarantee for the purpose set out
in your Instruction to Bidders.
.The Bidder hereby agrees that:
a. The above proposal shall remain in full force and effect
for a period of thirty (30) calendar days after the time
of the opening of this proposal and that the Bidder will
not revoke or cancel this proposal or withdraw from the
competition.within the said thirty (30) calendar days.
b. In the event the contract is awarded to this Bidder, he
will enter into a formal written Agreement with the Owner
in accordance with the accepted bid within ten (10) cal- >
endar days after .said contract is submitted to him and
will furnish to the Owner a-Contract Performance and Pay-
ment. Bond with good and sufficient sureties, satisfactory
to the Owner, in the amount of 100% of the accepted bid,
the form and terms of which shall fully comply with Section
255.05, Florida Statutes. The Bidder further agrees that
in the event of the Bidder's default or breach of any of
the agreements of this proposal, the said bid deposit shall
be forfeited as liquidated damages.
Acknowledgement is hereby made of receipt of the following
Addenda issued during the bidding period.
Addendum No.
Addendum No"
Addendum No.
Addendum No.
Addendum No.
Addendum No.
Dated
bated ____
Dated '
Dated _
Dated
Dated
Florida Construction Industries Licensing .Board Certification
(Name of Holder) (Certificate No.)
In witness whereof, the Bidder has hereunto set his signature
and affixed his seal this day of ,
A.D. 19 .
__(SEAL)
Bys
Title:
C-2
Revised 8/1/71
SECTION D
LIST OF SUBCOTRASTORS FORM
LIST OF SUBCONTRACTORS
(To be placed in a sealed envelope and attached to Contractor's Proposal)
Date:
This list is attached top and is an integral part of the bid submitted
by: .
(Name and Address of Contractor)
For the construction hfs
(Name of project, where located and State Project No.)
The undersigned, hereinafter called "Bidder", lists below the names of
the subcontractors who will perform thej'hases. of the work indicated:
DIVISION OF CONTACT'
NATV1~ ANfl AflflR~S 01' Rim A(~PCJRS
Plumbing
Lath & Plaster
Electrical
Air Conditioning
The undersigned declares that he has fully investigated each subcontrac-
tor listed and has received and has in his files evidence that each sub-
contractor maintains a fully equipped organization:capable, technically
and financially, of performing the pertinent work, and that he has made
similar installations in a satisfactory manner.
In witness whereof, the Bidder hi
his seal this ______ 'day of
Ls hereunto set his signature and affixed
___A.D., 19 .
Seal) .
Byr
D-1
.A.. -AND ---ADDE RA.Q -RT.MQ.....-R..
*
(Firm Name)
.
.' * ' '
m riF( Name)
INSTRUCTIONS TO CONTRACTORS SECTION E
E-1
E-2
E-3
E-4
E-5
E-6
E-7
E-8
E-9
E-10
E-11
E-12
E-13
E-14
E-15
E-16
E-17
E-18
E-19
*1
FINAL .1
PERFORMANCE AND PAYMENT BCND---- -.. ---------E-l
EXECUTICK OF AGREEMENT AND BCKD------------E-1
CONTRACTOR 'S INSURANCE- ----------------E-2
POSTING OF WAGE RATES-----------------E-4
PROGRESS SCaEDULE AND REQUIREMENTS FOR OVERTIME WORK----E-4
VERIFICATION OF OWNER'S SURVEY DATA-----5
CONSTRUCTION FACILITIES-------------E-6
PROJECT DRAWINGS-COPIES FURNISHED TO CONTRACTORS----E-6
PROJECT DRAWINGS-CHANGES------------- -------E-6
SHOP DRAWINGS--- ------------E-7
REFERENCE TO A.S.T.M. CR FEDERAL SPECIFICATICNS------E-8
MANUFACTURER'S SPECIFICATIS------ ---E-8
APPROVAL OF MATERIALS ---- ---------------E-8
SUBSTITUTIONS-.----- --------------E-9
CONSTRUCTION CLIMATE CONTROL--- ------------E-9
AS-BUILT DRAWINGS- -- E-9
GUARANTEES AND OPERATING INSTRUCTIONS--- ---- E-10
CLEANING---E-ll
FINAL
11
SECTION E
INSTRUCTIONS TO CONTRACTORS
E-l PERFORMANCE AND PAYMENT BOND
The Contractor shall furnish the Owner with a State of Florida
100% Performance and.Payment Bond written by a Surety Company
acceptable to the Owner and authorized to do business in the
State of .Florida.
The cost of the Performance Bond shall be borne by the Con-
tractor. The Bond shall be accompanied by a duly authenticated
or certified document, in duplicate, evidencing that the per-
son executing the Bond in behalf of the Surety had the authority
to do so on the date of the Bond. In the usual case the con-
ferring of that authority has occurred prior to the date of
the Bond, and the document showing the date of appointment
and enumeration of powers of the person executing the Bond
is accompanied by a certification that the appointment-and
powers have not been revoked and remain in effect. The date
of that certification cannot be earlier than the date of the
. bond. The Bond shall be dated not earlier than the Agreement.
.-2 EXECUTION OF AGREEMENT AND BOND
AGREEMENT BETWEEN OWNER 4 CONTRACTOR:
If the Contractor is to be an individual, the agreement shall
be signed with his manual signature.
If the Contractor be a firm or Company Owned by an individual,
the agreement shall be executed in the name of the firm or
company by the manual signature of the Owner.
If the Contractor be a Partnership, the agreement shall be
executed in the name of the partnership by the manual signa-
ture of a partner or partners.
. If the Contractor beta Corporation, the agreement shall be
executed in the name of the corporation- and shall bear the
corporate seal. It may be signed for the corporation by the
President and attested by the Secretary; if signed for the.
corporation by any other officer than the.President, the sig-
nature of such officer signing shall be attested by the .
secretary, and the executed agreement shall be accompanied
by a duly authenticated document, bearing the seal of the
corporation, quoting the section of the by-laws of the cor-
poration authorizing the Board of Directors to designate
Revised 8/1/71
B-1
such officer and copy of the resolution designating and
authorizing him to execute on behalf of the corporation.
That document must contain a statement that the authority
is in effect on the date'of the execution of the contract,
and may not be dated'earlier than the date of the execution
of the Agreement. The same officer may not execute the
Agreement and authenticate the document of authority.
PERFORMANCE AND PAYMENT BOND:
This bond shall be executed on behalf of the Contractor in
the same manner and by the same person who executed the
agreement.
E-3 CONTRACTOR'S INSURANCE
The Contractor shall not commence any work in connection
with this Agreement until he has obtained all of the follow-
ing types of insurance and such insurance has been approved
by the Owner, nor shall the Contractor allow any subcontractor
to commence work on his subcontract until all similar in-
surance required of the subcontractor has been so obtained
and approved. All Insurance Policies hall be with insurers
qualified and doing business in Florida.
Workmen's Compensation Insurance:' The Contractor shall take
out and maintain during the life of this Agreement Workmen's
Compensation Insurance for all of his employees connected
with the work of this project and, in case any work is
sublet, the Contractor shall.require the subcontractor
similarly to provide Workmen's Compensation Insurance for
all of the latter's employees unless such employees are v-
covered by the protection afforded by the Contractor. Such
insurance shall comply fully with the Florida Workmen's
Compensation Law. In case any class of employees engaged in
hazardous work under this contract at the site of the pro-
'ject is not protected under the Workmen's Compensation
statute, the Contractor shall provide, and cause each sub-
contractor to provide adequate insurance, satisfactory to
the Owner, for the protection of his employees not otherwise
protected.
Contractor's Public Liability and Property Damage Insurance:
The.Contractor shall take out and maintain during the life
of this Agreement COMPREHENSIVE GENERAL LIABILITY AND COM-
PREHENSIVE AUTOMOBILE LIABILITY INSURANCE as shall protect
S Revised 8/1/71 2
him from claims for damage for personal injury, including accidental
death, as well as claims for property damages which may arise from
operations under this Agreement whether such operations be by himself
or by anyone directly or indirectly employed by him, and the amounts
of such insurance shall be the minimum limits as follows:
(1) BODILY INJURY LIABtIT! $300,000.00 each accident
(2) AUTOMOBILE PROPERTY"
DAMAGE LIABILITY $ 25,000.00 each accident
(3) PROPERTY DAMAGE LIABILITY
(other than automobile) $100,000.00 each accident
$100,000.00 aggregate operationss
$100,000.00 aggregate protective
$100,000.00 aggregate contractual
Insuring clause for both BODILY INJURY and PROPERTY DAMAGE shall be amended
to provide coverage on an OCCURRENCE BASIS. /
Subcontractor's Public Liability and Property Damage insurance: The Con-
tractor shall require each of his subcontractors to.procure and maintain
during the life of this subcontract, insurance of the type specified above
or insure the activities of hip subcontractors in his policy, as speci-
fied above. /
Owner' s Protective. Liability Insurancet The Contractor shall procure and
furnish an Owner' s Protective Liability Insurance Policy with the follow-
ing minimum limits:
(.1) BODILY INJURY LIABILITY $300,000.00 each accident
(2) PROPERTY DAMAGE LIABILITY $1003000.00 each accident
"XCU" (Explosion, Collapsey Underground Damage): The Contractor's Lia-
bility Policy shall provide-"XCU" coverage for those classifications in
which they are excluded.
Contractual Liability-Work Contractst The Contractor's Liability Policy.
shall cover such contracts when they are affected.
Indemnification Rider: The Contractor's Liability Policy shall provide
a "Hold Harmless" rider to cover the provisions of Article 4.18 of the
referenced A.I .A. General Conditions and this shall be so noted on the
Contractor's Certificate of Insurance. Article 4.18 of the referenced
A.I.A. General Conditions is hereby revised to include the following acknow-
ledgement.
The contractor hereby acknowledges the receipt of ten dollars and other
good and valuable consideration as part of the contract sum from the Owner
and acknowledges the receipt of ten dollars and other good and valuable
consideration from the Architect/Engineer which has been paid to him as
specific consideration for the indemnification provided herein.
Revised 8/06/73-
E-3
Fire and Extended Coverage Insurance: The Contractor shall take
out and maintain during the life of this Contract a "Builder's
Risk Policy" with fire and extended coverage and vandalism and
malicious mischief coverage, completed value form.
The Owner shall be. furnished proof of coverage of insurance as
follows
Certificates of Insurance:
Certificate of Insurance Form will be furnished by the Owner
with contract documents. These shall be completed and signed by
the authorized Resident Agent and returned to the office of the
Bureau of Construction. This certificate shall be dated and
show:.
(1). The name of the insured contractor, the specific job by
name and job number, the name of the insurer, the number of the
policy, its effective date, its termination date.
(2) Statement that the Insurer will mail notice to the Owner
and a copy to the Architect at least fifteen (15) days prior to any
material changes in provisions or cancellation of the policy.
E-4 POSTING OF WAGE RATES
The schedule of prevailing wages shall be posted and permanently
maintained throughout the job in a secure, protected, prominent
place on the premises where the contract is being performed. The
contractor shall mail to the Division of Labor and Employment Oppor-
tunities, Department of Commerce, in Tallahassee an affidavit cer-
tifying that such notice has been posted and is being maintained on
such job, which affidavit shall be forwarded within ten days of the
commencement of work on the job and the posting of such notice. Such
affidavit shall contain information identifying the job, the contrac-
tor, or subcontractors the contracting authority, and the prevailing
wage dbtermination number applicable to such job. A copy of the
affidavit is a part of these specifications*
E-5 PROGRESS SCHEDULE AND REQUIREMENTS FOR OVERTIME WORK
Within thirty days after the ArchitectTs Notice to Proceeds or re-
ceipt of signed Agreements the Contractor shall prepare and submit to
the Architect for approval a practicable schedule showing the order in
which the Contractor proposes to carry on the work, the date on which
he will start the several salient features (including procurement
of materials, plant and equipment)t and the contemplated dates
for completing same" The Schemat:.g shall be -in the form of a
progress chart of suitable scale to indicate approximately
Revised 2/1/72
E-4
the percentage of work scheduled for completion at any tike.
Schedule shall be submitted in QUADRUPLICATE.
During progress of the work the Contractor shall entor on
the schedule the actual progress at the end of each month,
or at such intervals as directed by the Architect, and
shall immediately deliver to the Architect copy thereof.
The Contractor shall furnish sufficient forces, construction
plant and equipment, and shall work such hours, including
night shifts and overtime operations, as may be necessary
to insure the prosecution of the work in accordance with
the approved progress schedule. If the Contractor falls
behind the progress schedule, the Contractor shall take
such steps as may be necessary to improve his progress by
increasing the number of shifts, overtime operations, days
of work, and the amount of construction plant, all without
additional cost |o the Owner.
failure of the Qontractor to comply with the requirements
jnder this provision shall be grounds for determination by
ne Architect that the Contractor is not prosecuting the
%ork with such diligence as will insure completion within
the time specified and such failure constitutes a substan-
tial violation of the conditions of the Agreement.
Upon such determination the Owner may terminate the Con-
tractor's right to proceed with the work, or a"y separable .....
part thereof, in accordance with Article 14 of the General
Conditions.
E-6 VERIFICATION OF OWNER'S SURVEY DATA
Prior to commencing any excavation or grading the Contractor
shall satisfy himself as to the accuracy of all survey data
as indicated in these plans and specifications and/or as
provided by the Owner. Should the Contractor discover any
inaccuracies, errors or omissions in the survey data, he
shall immediately notify the Architect in orde r
.that proper adjustments can be anticipated and ordered.
Commencement by the Contractor of any excavation or grading
shall be held as an acceptance of the survey data by him
after which time the Contractor has no claim against the
Owner resulting from alleged errors, omissions or inaccu-
racies of the said survey data.
E-5 ,
E-7 CONSTRUCTION FACILTrIES
Sanitary provisions: The Contractor shall provide and maintain in a
neat and sanitary condition such accanodations for the use of his
employees as may be necessary to comply with regulations of the State
Board of Health. No nuisance will be permitted.
Temporary wiring shall meet all safety requirements of the National
Electric Code, Industrial Commission Safety Rules or local require-
ments. In addition, all wire shall be so sized that it is not over-
loaded according to the National Electric Code, and any wire used
shall be fused to adequately protect that wire according to the Code
referred to.
The Contractor shall have an adequate number of outlets and each out-
let shall be properly and clearly labeled with the maximum voltage
and fuse protection.
Where temporary lighting is used, outlet shall consist of weather-
proof socket properly insulated and provided with a locking type wire
guard.
All devices shall be properly grounded.
Storage and work areas: At the start of the operations the Contractor
shall make arrangements with the Architect's field representative and
the Owner's representative for the assignment of storage and work
areas. During construction the Contractor shall maintain the areas
in a neat condition.
Contractor's field offices:. Trailers may be used for field offices,
but their use as living quarters for personnel shall be limited to
one staff member such as a night watchman or a superintendent.
Additional instructions regarding Construction Facilities are set .
forth in the Section entitled "Special Conditions".
E-8 PROJECT DRAWINGS-COPIES FURNISHED TO CONTRACTORS
The Architect will provide the Contractor with 10 sets of drawings
and 10 sets of specifications upon contract award. If additional
sets are required by the Contractor, they will be furnished upon re- .
quest, for the cost of printing and handling.
E-9 PROJECT UDAWINGS-CHANGES
The Contractor shall immediately indicate plainly and conspicuously
on the field set of drawings and at appropriate paragraphs in the
specifications, all changes or corrections made by Addenda and Change
Orders as they are' issued.
E-1O SHOP DRAWINGS
Shop drawings shall be submitted for manufactured or fabricated
materials as called for in the separate specification sections.
Drawings shall be fully identified by project name, location, sup-
plier's name, date, drawing number, specifications section reference,
etc. The Contractor shall submit, with such promptness as to cause
no delay in his work, or in that of any other Contractor, four (4)
copies (in addition to those copies necessary for his own require-
ments) of all shop drawings and schedules required for the work of
the various trades to the Architect for approval. The Contractor
shall make no deviation from the approved drawings, and the changes
made thereto by the Architect, if any.
It shall be the responsibility of the Contractor to properly sche-
dule the submission of shop drawings for approval to allow adequate
time for. checking of drawings, manufacture and shipment of items to job
site in sufficient time to prevent delay in Progress Schedule.
It shall also be the responsibility of the Contractor to coordinate
the preparation of shop drawings of items which will be furnished
by more than one manufacturer but are designed to interface when in-
stalled.
Shop drawings submitted to the Architect for his approval shall first
be checked and approved by the Contractor, the prima-facie evidence
of which shall be a "checked" stamp marked "Approved", or "Approved
as Noted" on each copy of each shop drawing, placed thereon by the
Contractor. Shop drawings received without the Contractor's "checked.
stamp will be cause for immediate return without further action. Each
drawing correctly submitted will be checked by the Architect and marked
by him in one of the following ways:
1) Approved as drawn.
2) Approved as noted.
3) Returned for correction.
4) Not approved.
Submission and approval schedule:
If and when required by the Architect, the Contractor shall prepare
and submit in triplicate to the Architect a completely itemized Sche-
dule of Shop Drawings, brochures and other descriptive literature,
listing each and all such items as required under these specifications,
which schedule shall indicate for each required item:
1 Identification as to pertinent Specification Division..
2 Item(s) involved.
3 Name of pertinent subcontractor or supplier and the
name of pertinent manufacturer.
4) Schedule date of delivery of pertinent items to the project.
E-7
The subcontractor for all phases of the Contract shall submit through
the General Contractor complete brochures covering all materials and/or
equipment proposed for use in the execution of the work as required
by their respective Divisions of the Specifications. These brochures
shall be indexed and properly cross referenced to the plans and speci-
fications for easy identification.
All shop drawings, setting drawings, material brochures, samples
and/or color selection materials which are required and are not in-.
cluded in the foregoing shall be submitted via the General Contractor.
Insofar as is possible or practical, all shop drawings or descriptive
literature of equipment for the mechanical or electrical- trades shall
be submitted in a complete brochure for each trade as soon as possible
after Notice to Proceed is executed.
The Owner will not grant time extension based on delays due to improper
scheduling of work; and the Owner, at his discretion, may withhold pro-
gress payments until such time as these requirements are fully satis-
fied.
E-ll REFERENCE TO A.S.T.M. OR FEDERAL SPECIFICATIONS
Where reference is made to the Standard Specifications of the American
Society for Testing and Materials (A.S.T.M.): United States Government
Federal Specifications, or to other standard specifications of Associa-
ted Manufacturer's Oganizations, or trades, in connection with the re-
quired quality of materials, methods, etc., then the applicable speci-
fications shall be of the latest revised edition unless otherwise speci-
fically stated.
E-12 MANUFACTURER'S SPECIFICATIONS
Where the name of a concern or manufacturer is mentioned on drawings
or in specifications in reference to his required service or product,
and no qualifications or specification of such is included, then the
material gages, details of manufacture, finish, etc., shall be in ac-
cordance with his standard practice, directions or specifications. The
Contractor shall be responsible for any infringement of patents, royal-
ties, or copyrights, which may be incurred thereby.
E-13 APPROVAL OF MATERIALS
A list of all materials, equipment, etc., together with manufacturers'
drawings and catalog information shall be submitted to the Architect
for approval prior to ordering material or equipment but not later
than 15 days after receipt of Notice to Proceed. Information submitted
shall show the capacity, operating conditions and all engineering data
and descriptive information necessary for comparison and to enable the
Architect to determine whether same meets specifications. The Architect's
approval will not relieve the Contractor of the responsibility for per-
f.ormance of any terms of the Agreement.
E-8
If the submittals reflect any changes from the plans or specifications,
these changes should be clearly indicated by the Contractor. Items
called for in the specifications or shown on the plans for which no
equal will be accepted will be noted: 'Withdio Equal".
E-14 SUBSTITUTIONS
Substitutions for a specified system, product or material may be re-
quested of the Architect and the Architect's written approval must be
obtained before substitutions will be allowed. All requests for sub-
stitutions should be submitted within 30 days of award of contract.
Substitutions requested after that date will receive no consideration.
In making requests for substitutions the Contractor shall list the
particular system, product, or material he wishes to substitute, the
justification for such a request, and the amount he will add or deduct
from the contract sum if the substitution be authorized by the Owner
and approved by the Architect. If no addition or deduction to the base
bid is allowed by the Contractor for quch substitution, it shall be so
stated on the request. Request submitted shall include any and all ad-
justments of that and any other work affected thereby.
E-15 CONSTRUCTION CLIMATE CONTROL
It shall be the responsibility of-the Contractor to provide at his
,expense, the power, fuel and equipment which may be necessary-to main-
tain the climatic conditions required for the work in progress, in-
cluding humidity.
E-16 AS-BUILT DRAWINGS
During the progress of the work the Contractor shall require the job
superintendent for the plumbing, air conditioning, heating, ventilating,
elevator, and electrical subcontractors to record on their field sets
of drawings the exact locations, as installed, of all underground and.
otherwise concealed conduit, pipe and duct lines which were not in-
stalled exactly as shown on the contract drawings.
Pipelines and ducts which are installed in furred spaces, pipe chases,
or other spaces which can be readily inspected by the use of access
panels or other means of access will not be considered as being con-
cealed.
With reference to electrical work the exact conduit runs shall be
shown on these drawings.
Upon completion of the work this data shall be recorded in ink, to
scale, by a competent draftsman on sepia line prints on transparent
paper of the contract drawings. Sepias will be furnished to the Con-
tractor by the Architect, but cost shall be borne by Contractor.
Where changes are to be recorded, the sepia line prints shall be
erased before the changes are made. Where the work was installed
exactly as shown on the contract drawings the sepia line prints
shall not be disturbed other than being marked IrAs-Built"'. In
showing the changes the same legend shall be used to identify piping,
etc., as was used on the contract drawings. A separate set of draw-
ings shall be prepared for electric, plumbing, heating, air condi-
tioning, elevator, and ventilating work unless two or more divisions
are shown on the same sheets of the contract dzrwings, in which case
the various subcontractors shall also show their changes on the same
sheets. Each sheet shall bear the date and name of the subcontrac-
tor submitting the drawings.
The Contractor shall review the completed as-built drawings and
ascertain that all data furnished on the sepia drawings are accurate
and truly represent the work as actually installed. When manholes,
boxes, underground conduits, plumbing, hot or chilled water lines,
inverts, etc., are involved as part of the work, the Contractor shall
furnish true elevations and locations,- all properly referenced by using
the original bench mark used for the institution or for this project.
The sepia line prints including those unchanged and changed shall be
submitted to the Architect when completed, together with two sets of
blue line or black line prints for certification and forwarding to
the Using Agency, at the time of Substantial Completion.
E-17 GUARANTEES AND OPERATING INSTRUCTIONS
Except as otherwise specified, all work shall be guaranteed by the Con-
tractor against defects resulting from the use of inferior materials,
equipment or workmanship for one year from the date of final completion
of the contract, or from full occupancy or use of the project (for which
it was designed) by the Owner, whichever is earlier.
If, within any guarantee period, repairs or changes are required in con-
nection with the guarantee work, which in the opinion of the Architect
is rendered necessary as the result of the use of materials, equipment: '
or workmanship, which are defective, or inferior, or not in accordance
with the terms of the Contract, the Contractor shall, promptly upon re-
ceipt of notice from the Owner, and without expense to the Owner, proceed to:
Place in satisfactory condition in every particular all of
such guaranteed work* correct all defects therein; and
Make good all damages- to the' structure or site, or equipment
or contents thereof, which,' in the opinion of the Architect
is the result of the use of materials, equipment or workman-
ship which are inferior, defective, or not in accordance with
the terms of the contract; and
Make good any work or materials, or the equipment and contents
of structures or site disturbed in fulfilling any such guarantee.
.If the Contractor, after notice, fails to proceed promptly to comply with
the terms of the guarantee, the Owner may have the defects corrected and
the Contractor and his surety shall be liable for all expenses incurred.
S' E-10
The General Contractor shall be responsible for collecting,
identifying, and collating the following materials from the '.
Subcontractors, and will deliver four copies of the finished
book to the Architect for checking of correctness who will
then deliver to the Using Agency. At the time of substantial
completion:
Complete equipment diagrams, operating instructions,
maintenance manuals, parts lists, wiring diagrams,
pneumatic and/or electrical control diagrams, test and
balance reports, inspection reports, guarantee and
warranties, .as applicable, for each and every piece
of Fixed Equipment furnished under this contract to be
supplied in a ring binder, hard-cover book, properly
indexed for ready reference. Also specific. information
regarding manufacturer's name and address, nearest
distributor and service representative's name, address,
office and home phone numbers, make and model numbers,
operating design and characteristics, etc. will be
required.
Subsequent to .the time of Substantial Completion and receipt of
Aa-Builts, Operations and Maintenance Books but prior to the
date of Final Acceptance, the Contractor and/or Subcontractor shall
provide a competent and experienced man (or men) thoroughly
familiar with the work for a reasonable period of time to instruct
the Using Agency personnel in operation and maintenance of equip-
ment and-. control systems. This instruction will include normal
start-up, run, stop, and emergency operations, location and
operation of all controls, alarms and alarm systems, etc. The .
instruction will include tracing the system in the field and on
the diagrams in the instruction booklets so that operating
personnel will be thoroughly familiar with both the system and
the data supplied.
E-18 CLEANING
Entire area within scope of this work shall be completely cleaned,
including all window glass, hardware, plumbing fixtures, electri-
cal fixtures, tile work, etc., and shall be kept clean for the
completion of this job. Replace all broken or defective glass
within these areas.
E-19 FINAL PAYMENT
Final payment shall be made to the Contractor as provided by the
Agreement. (Also see paragraph G-2 PROGRESS PAYMENTS.)
The Contractor's application for final payment shall be accom-
.panied by the following additional form:
(1) A completed and notarized Certificate Contract Completion.
Revised 12/9/71
SECTION F
INCLUSION OF AIA INSTRUCTIONS TO BIDDERS, AIA GENERAL CONDITIONS, AND AIA
SUPPLEMENTARY GENERAL CONDITIONS, AND MODIFICATIONS AND ADDITIONS TO AIA
GENERAL CONDITIONS
E- INCLUSION OF AIA DOCUMENTS A701, A201, AND A201/SC
Instructions to Bidders, American Institute of Architects' Document A701
dated April 1970; the General Conditions of the Contract for Construction,
American Institute of Architects' Document A201 dated April 19701 and Sup-
plementary Conditions of the Contract for Construction, American Institute
of Architects' Document A201/SC dated August 1972, shall apply to and form
a part of this Section as if included in full herein. Copies are available
upon request from the Architect.
F-2 SCOPE
This Section sets forth modifications and additions to the General Condi-
tions as described above.
F-3 ARTICLE I CONTRACT DOCUMENTS
The Contractor's PROPOSAL FORM as accepted by the Owner shall become a
part of the Contract Documents as listediin paragraph 1.1.1.
F-4 ARTICLE I CONTRACT DOCUMENTS
Article 1 of the Agreement establishes the order of precedence of the
Agreement, General Conditions and the Supplementary General Conditions.
In order to resolve conflicts in the provisions of other portions of the
Contract Documents, the following paragraph is hereby added to paragraph
1.2.3 of Article 1 Contract Documents: Technical specifications shall
control over plans, plan schedules shall control over general plans, large
scale details over small scale and figure dimensions over scaled dimensions.
Addena and change orders supersede only affected portions of the Documents.
F-5 ARTICLE 2 ARCHITECT
Paragraph 2.2.3 shall be supplemented as follows: The authorized repre-
sentatives and agents of the Architect, Owner, United States Federal
Agencies providing monies in the form of grant-funds or loans and such
other persons as the Owner may designate shall have access to and be per-
mitted to inspect all work, materials, payrolls, records of personnel,
invoices of materials and other relevant data and records wherever they
are in preparation and progress. The Contractor shall provide proper facili-
tiees for such access, inspection and, when required, exact duplicate copies
.of the aforementioned data shall be furnished.
F-6 ARTICLE 4 CONTRACTOR
Paragraph 4.8.1 shall be supplemented as follows: If directed by the
Architect the Contractor shall solicit not less than three bids for the
item(s) the cost of which is provided for by a specified allowance sum.
The Contractor shall purchase the item(s) from one of the three Bidders
as directed by the Architect.
F-1
F-7 ARTICLE 4 CONTRACTOR
Paragraph 4#10.1, add the followings Should the Architect find any per-
son(s) employed on the project incompetent, unfit or otherwise objection-
able for his duties and so certifies the facts to the Contractor, the Con-
tractor shall immediately cause the employee to be dismissed and said em-
ployee shall not be reemployed on this project without written consent of
the Architect.
F-8 ARTICLE 7 MISCELLANEOUS PROVISIONS
Paragraph 7.8 is supplemented as follows;
Authorization for tests:
The Architect shall designate the tests which shall be made, and the Con-
tractor shall not obligate the Owner for tests without the Architect's
approval.
Testing costs paid for by the Contractor:
Certain tests of materials, equipment and systems are required as part
of the contract and shall be paid for by the Contractor. These are
specifically named in the technical specifications and the types of tests
are as follows
1) Where tests are required by the technical specifications for
materials, methods .S equipment1 the Contractor shall pay the
cost of initial tests to prove qualities and determine confor-
mance with specification requirements', e.giy, mill tests on ce-
ment and steely load testing of pilingcsie'#: i~niltyai.as :'a.
and colorimetric tests on sand; strength test for determining
proportions of materials for concrete*, moisture content and
sound transmission tests of concrete blocks, etc.
2) If substitute materials or equipment are proposed by the Contrac-
torp he shall pay the cost of all tests which may be necessary to
satisfy the Archittet that specification requirements are satis-
fiedt
3) If materials or workmanship are used which fail to meets apeeifi-
cation requirements the Contractor shall pay the cost of all cor-
ing or other tests deemed necessary by the Architect to determine
the safety or suitability of the material or element.
4) The Contractor shall pay for all testing costs, including but not
limited to power fuel,, and equipment cost which may be required
for complete testing of all equipment. and systems for proper opera-
tion such as plumbing, heating, ventilation@ air .conditioning .
electrical, elevator etc
F-2
Testing costs borne by the wner-'
Other tests shall be paid for by the Owner and not as part of the con-
.tract., These are as follows'
Additional tests for specified materials methods or equipment
after initial tests and acceptance of the product or method,.
provided that the supplier and the quality of the products are
not changed. In such case initial tests shall be required.
Examples Compressive tests of concrete and concrete block
services of testing laboratories for control of concrete or
other special testing or inspection.
F-9 ARTCILE 7 MISCELLANEOUS PROVISIONS
Delete paragraph 7.9 "Interest' in its entirety.
Delete paragraph 7i10., See Article 8.5 of the Agreement.
F-10 ARTICLE TI INSURANCE
1) Paragraph 112-.1 shall be supplanted by the following sentence'
The Contractor shall be responsible for purchasing and
maintaining an Owner's Protective Liability Insurance Policy
with minimum limits as described in "Instructions to Contrac-
tors"i
2) The first sentence of paragraph 11,3l shall be changed to the
following-)
The Contractor shall purchase and maintain property in-
surance upon the. entire Work at the site of the full insurable
value thereof4
3) Paragraph 1143.2 is hereby deleted in its entirety.
F-11 .ARTICLE 12 CHANGES IN THE WORK
. The final phrase of 12-.,1.6 is hereby modified as follows- "----
the Contract Sum shall be equitably adjusted by Change Order upon
claim made by either party, which claim shall be instigated within
twenty days after the first observance of the conditions."
F-12 ARTICLE 15.6 MODIFICATION OF PARAGRAPH 11.1, CONTRACTOR'S
LIABILITY INSURANCE
15.6.1 Add the following Subparagraph 11.1.4 at the end of paragraph
11.1, Contractor's Liability Insurance:
11.1.4 The Contractor's Comprehendisve General Liability Insurance
and Automobile Liability Insurance required by Subparagraph 11.1. .
shall be in an amount not less than (See Instructions to Contractors -
Section E) dollars ($ ) for injuries, including accidental death,
to any one person and subject to the same limit for each person, and-in
an amount not less than (See Instructions to Contractors Section E) .
dollars ($ ) on account of one occurrence. The Contractor's Property
Damage Liability Insurance shall be in an amount not less than (See Instruc-
tions to Contractors Section E) dollars ($ ). The Contractor shall
either (1) require each of his subcontractors to procure and to maintain
during the life of his. Subcontract, Subcontractors' Comprehensive General
Liability, Automobile Liability, and Property Damage Liability Insurance
of the type and in the same amounts as specified in this Subparagraph, or
(2) insure the activity, of his Subcontractors in his own policy. The Con-
tractor's and his Subcontractors' liability insurance shall include ade-
quate protection against the following special hazards:
None
F-13 ARTICLE 15.7 MODIFICATION OF PARAGRAPH 11.3, PROPERTY INSURANuM
15.7.1 Revise the first sentence of Subparagraph 11.3.1 as set forth below:
11.3.1 Until the Work is completed and accepted by the Owner, the
Contractor shall purchase and maintain property insurance upon the
entire Work at the site to the full insurable value thereof.
F-3(a)
THE AME&LAN INSTfIMTE. QF ARCfTICTS
AIA DOCUMENT A701
Instructions to Bidders
Use only with the latest Edition of AIA Document A201, General Conditions of the Contract for Construction
TABLE OF ARTICLES
1. DEFINITIONS ,
2.: BIDDER'S REPRESENTATION
3. BIDDING PROCEDURES
4. EXAMINATION OF BIDDING DOCUMENTS
SUBSTITUTIONS >
6. QUALIFICATION OF BIDDERS
7. REJECTION OF BIDS
8. SUBMISSION OF POST-BID INFORMATION -
9. PERFORMANCE BOND AND
LABOR AND MATERIAL PAYMENT BOND
This document has been approved and endorsed by The Associated General Contractors of. America.
Copyright 0 1970 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, 0. C. 20006.
Reproduction of the material herein or substantial quotation of its provisions without permission of the AIA
violates the copyright laws of the United States and will be subject to legal prosecution.
UMENT A7TM INSTRUCTIONS TO BIDDERS APRIL 1970 EDITION AA O 0 1970
RICAN INSTITUTE OF ARCHITECTS, 1735 NEWYORK AVE., N.W.,.WASHINGTON, D.C. 30006
AlA 00(
T-It AMI
INSTRUCTIONSS TO BIDDERS
ARTICLE 1
DEFINITIONS
1.1 All definitions set forth in the General Conditions
of the Contract for Construction, AIA Document A201,
are applicable to these Instructions to Bidders.
1.2 Bidding documents include the advertisement or
invitation to bid, Instructions to Bidders, the bid form
and the proposed Contract Documents including any
Addenda issued prior to receipt of bids.
1.3 Addenda are written ot graphic instruments issued
prior to the execution of the Contract which modify or
interpret the bidding documents, including Drawings and
Specifications, by additions, deletions, clarifications or
corrections. Addenda will become part of the Contract
Documents when the Construction Contract is executed.
ARTICLE 2
BIDDER'S REPRESENTATION
2.1 Each bidder by making his bid represents that he has
read and understands the bidding documents,
2.2 Each bidder by making his bid represents that he has
visited the site and familiarized himself with the local
conditions under which the Work is to be performed.
ARTICLE 3
BIDDING PROCEDURES
3.1 All bids must be prepared on the forms provided
by the Architect and submitted in accordance with the
Instructions to Bidders.
3.2 A bid is invalid if it has not been deposited at the
designated location prior to the time and date for receipt
'of bids indicated in the advertisement or invitation to bid,
or prior to any extension thereof issued to the bidders.
3.3 Unless otherwise provided in any supplement to
these Instructions. to Bidders, no bidder shall modify,
withdraw or cancel his bid or any part thereof for thirty
days after the time designated' for the receipt of bids in
the advertisement or invitation to bid.
3.4 Prior to the receipt of bids, Addenda will be mailed
or delivered to each person or firm recorded by the Archi-
tect as having received the bidding documents and will
be available for inspection wherever the bidding docu-
ments are kept available for that purpose. Addenda
issued after receipt of bids will be mailed or delivered
only to the selected bidder.
ARTICLE 4
EXAMINATION OF BIDDING DOCUMENTS
4.1 Each bidder shall examine the bidding documents
carefully and, not later than seven days prior to the date
'for receipt of bids, shall make written request to the
Architect for interpretation or correction of any ambi-
guity, inconsistency or error therein which he may dis-
cover. Any interpretation or correction will be issued as
an Addendum by the Architect. Only a written interpre-
tation or correction by Addendum shall be binding. No
bidder shall rely upon any interpretation or correction
given by any other method.
ARTICLE 5
SUBSTITUTIONS
5.1 Each bidder represents that his bid is based upon
the materials and equipment described In the bidding
documents.
5.2 No substitution will be considered unless written
request has been submitted to the Architect for approval
at least ten days prior to the date for receipt of bids. Each
such request shall include a complete description of the
proposed substitute, the name of the material or equip-
ment for which it is to be substituted, drawings, cuts,
performance and test data and any other date or informa-
tron necessary for a complete evaluation.
5.3 If the Architect approves any proposed substitution,
such approval will be set forth in an Addendum,
ARTICLE 6
QUALIFICATION OF BIDDERS
6.1 If required, a bidder shall submit to the Architect a
properly executed Contractor's Qualification Statement,
AIA Document A305.
ARTICLE 7
REJECTION OF BIDS
7.1 The bidder acknowledges the right of the Owner to
reject any or all bids and to waive any informality or
irregularity in any bid received. In addition, the biddet
recognizes the right of the 'Owner to reject a bid if the
bidder failed to furnish any required bid security, or to
submit the data required by the bidding documents, or
If the bid is in any way incomplete or irregular. -
ARTICLE 8
SUBMISSION OF POST-BID INFORMATION
S(See A201/SC,-Para. 15.4)
ARTIIE 9
Performance Bond and Labor and
Material Payment Bond
9.1 (See A201/SC, Para. 15.5)
9.2 The bidder shall require the attor-
ney in fact who executes the required bonds
AIA DOCUMENT A701 INSTRUCTIONS TO BIDDERS APRIL 1970 EDITION AIA* 1970
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEWW.ORK AVE., N.W., WASHINGTON, D.C. 20006
on behalf of the surety to affix thereto a
certified and current copy of his power of ,
attorney indicating the monetary limit of
such power.
AIA DOCUMENT A701 INSTRUCTIONS TO BIDDERS APRIL 1970 EDITION AIA* 0 1970
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 .
THE ANICAN INSTITUTE OF AIUTECTS
AIA Document A201
General Conditions of the Contract
for Construction
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION
WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS MODIFICATION
TABLE OF ARTICLES
1. CONTRACT DOCUMENTS
2. ARCHITECT
3. OWNER
4. CONTRACTOR
5. SUBCONTRACTORS
6. SEPARATE CONTRACTS
.7. MISCELLANEOUS PROVISIONS
.7. MISCELLANEOUS PROVISIONS
'8. TIME
9. PAYMENTS AND COMPLETION
10. PROTECTION OF PERSONS AND
PROPERTY
11. INSURANCE
12. CHANGES IN THE WORK
13. UNCOVERING AND CORRECTION
OF WORK
14. TERMINATION OF THE CONTRACT
This document has been approved and endorsed by The Associated General Contractors of America.
Copyright 3911,1915, 1918,1925,1937,1951, 1958, 1961, 1963,1966, 1967, @ 1970 by The American Institute of Architects, 1735
New York Avenue, N.W., Washington, D. C. 20006. Reproduction of the material herein or substantial quotation of its provi-
sions without permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution.
AIA DOCUMENT AM1 GENERAL CONDITIONS Of THE CONTRACT FOR CONSTRUCTION TWELFTH EDITION APRIL 1970 ED.
AIA 0 wo THE* AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2000
INDEX
Acceptance of Defective or Non-Conforming Work.......13.3
Access to Work ...................................2.2.3
Accident Prevention ............ ..................2.2.4, 10
Addendum, Definition of ............................1.1.1
Additional Costs, Claims for ........................12.2.1
Additional Work ......................................12
Administration of the Contract .........................2.2
Agreement, Extent of .. ............................1.1,1.2
Allowances, Cash .................................... 4.8.1
Applications for Payment ........ 2.2.5, 9.2.1, 93.1, 93.3, 9.4.1,
9.4.2,9.5.1,9.6.1,9.7.2
Arbitration, Owner-Contractor Claims and
Disputes ......................2.2.6 through 2.2.12, 7.10
ARCHITECT ........................................... 2
Architect, Definition of ......... ...................... 2.1-
Architect's Access to the Work ........................2.2.3
Architect's Authority ...2.2.2, 2.2.12, 2.2.14, 2.2.17, 4.17, 12.1.2
Architect's Authority to Reject Work ..................2.2.12
Architect's Decisions ...............2.2.6 through 2.2.12
Architect's Interpretations ....1.2.5, 2.26 through 2.2.11, 12.1.6
Architect's Full-Time Project Representative ............2 1.16
Architect's Status ................................... 2.2
Architect's Visits to Site ...... 2...3, 2..4, 2..15,7.8, 9.7
Bonds, Contract (Performance, Labor and
Material Payment) ....... ....................,..... 7.S
Builder's Risk Insurance (See Property Insurance) ........11.3
Cash Allowances ...................................4.8.1
Certificates for
Payment .......... 2.25, 22..15, .42, 9.4 9.5.1, 9.6.1, 9.7.2
CHANGES IN THE WORK .............12
Changes, Minor ................................2.2.14, 12.3
, Change Orders ...........................2.2.14, 4.8.1, 12.1
Change Orders, Definition of ........................12.1.2
Claims and Disputes Between the Contractor
and the Owner .................2.2.6 through 2.2.12, 7.10
Claims for Additional Cost or Time ........8.3.2, 8.33, 12.1.6,
12.1.7,12.2
Claims for Damages ................................7.4,8.3
Claims of the Subcontractor .........................5.3.1.4
Cleaning up .....................................4.16, 6.4
Codes .......................................4.7.2, 10.2.2
Commencement of the Work ....................7.5.1,8.1.2
Communications .....................2.2.2, 3.2.4, 4.9.1, 4.17
COMPLETION, PAYMENTS AND ......................... 9
Completion, Substantial ............... 2.15, .1.3, 8.2.3, 9.7
Contract, Definition of ........................,.......1.1.2
Contract Bonds .......................................73
CONTRACT DOCUMENTS ...........................
Contract Documents, Copies Furnished and
Ownership of .....................................13
Contract Documents, Definition of ...................1.1.1
Contract Documents, Execution, Correlation,
Intent and Interpretations ..........................1.2
Contract Modifications .......................1.1.1, 1.2.5, 12
Contract Sum, Changes of .......................12.1,12.2
Contract Sum, Definition of ..........................9.1.1
Contract Termination by Contractor ....................14.1
Contract Termination by Owner .......................14.
Contract Time .................... .................. 8.1.1
*Contracts, Separate .......................... .........6.1
CONTRACTOR .......................... .......... .........4
Contractor, Definition of ............................... 4.1
Contractor, Stopping the Work by the ....... .....9...9.6.1
Contractor, Termination of the Contract by the ..........14.1
Contractor's Liability Insurance .......................11.1
Contractor's Relations with Subcontractors ..........1.2.4, 5.3
Contractor's Responsibility for Protection
and Safety ...................................10.1, 10.2
Contractor's Responsibility for Those
Performing the Work .............. ...............4.10
Contractor's Review of Contract Documents ........1.2.2, 4.2
Contractor's Superintendent ....................4.9.1 10.2.
Contractor's Supervision and Construction
Procedures ........................................43
Contractors, Mutual Responsibility of ..................6.2
Copies Furnished of Drawings and Specifications ........ 13.1
Correction of Work ..................................13.2
Cutting and Patching of Work ...................4.15
Cutting and Patching Under Separate Contracts .........6.63
Damages, Claims for ..............................7.4, 8.3
Damages for Delay ..................................83
Day, Definition of ........................ .........1.4
Debris Removal ... ........ ..... ....... .......,...4.16, 6.4
Deductions for Uncorrected Work .............. .4.1,133.1
Defective or Non-Conforming Work,
Acceptance of ...................................13.3
Delays and Extensions of Time ..........................8.3
Documents, Execution of the Contract .................1.2.1
Drawings and Specifications at the Site .................4.12
Drawings and Specifications, Ownership of .............. 13.2
Drawings, Arrangement of ............................1..4
Drawings as Written interpretations ....................1.2.3
Easements ..................................2
Emergencies ..........................................10.3
Execution, Correlation, Intent and Interpretations
of the Contract Documents ................ ........1.2
Extensions of Time .......... ...............8.3, 1.11
Extras ................ .................. ............12
Failure .of Payment ..................................9.6
Field Orders ...............................15,12.3, 12.4
Final Payment ...................................... 7
Fire, Extended Coverage, Vandalism and
Malicious Mischief Insurance ....................11.3.1
Governing Law ................. ........... 7.1
Guarantee Bonds ............................ ....... 75
Guarantee ................................. 3, 13.2.2
Indemnification ............ ...................... 4.18
Information and Services Required of the Owner ..........3.2
Inspections .................................2.2.15, 7.8, 9.7
Instructions to the Contractor .................... 2 3.2.4
INSURANCE ......................................... 11
Insurance, Builders Risk (See Property
Insurance) ................................ .....113.1
Insurance, Contractor's Liability .......................11.1 .
Insurance, Fire, Extended Coverage,
Vandalism, and Malicious Mischief ............... .113.1
Insurance,'Loss of Use ................................114A
AIA DOCUMENT AM1 *GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION TWELFTH EDITION APRIL 170 ED.
AIA 0 1970 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 0006
Insurance, Owner's Liability ............................ 11.2
Insurance, Property .............................11.3
Insurance, Special Hazards .......... ............... 11.3.5
Insurance, Steam Boiler and Machinery ................11.3.2
Interest ...................................... 7.9.1
Interpretations and Decisions
of the Architect .....................2.6 through 2.2.12
Interpretations, Written ................ 1.1.1, 1.25, 12.3, 12.4
Labor and Materials ...............................4.4, 4.5
Labor and Material Payment Bond ....................... 7.5
Laws ................................... 4. 4.7, 7.1, 10.2
Liens ............. .........................9.7.39.7.5
Loss of Use Insurance ...............................11.4.1
Materials, Labor and ........... ............ 4, 4.5
Minor Changes In the Work ................1.1.1,12.3,12.4
MISCELLANEOUS PROVISIONS .......................... 7
Modifications to the Contract ................ ..... 1.1.1, 12
Mutual Responsibility of Contractors .....................6
Non-Conforming Work, Acceptance of
Defective or ....................................13.3.1
Notice of Testing and Inspections .............. .. ......7.8
Notice to Proceed ...... ................ ........... ...8.1.2
Notice, Written ...................................... 7.3
Notices, Permits, Fees and .............................4.7
OWNER ................................ ........... 3
Owner, Definition of ..................................3.1
Owner, Termination of the Contract by the ..............14.2
Owner's Information and Services ....................... 3.2
Owner's Liability Insurance ............................11.2
Owner's Right to Carry Out the Work ...................3.4
Owner's Right to Clean Up .......................4.16.2,6.4
Owner's Right to Award Separate Contracts .............6.1
Owner's Right to Stop the Work .............. : ........ 3.3
Ownership of Drawings and Specifications ............. 1.3.2
Patching of Work ................................... 4.1
Patching of Work Under Separate Contracts .............63
Patents, Royalties and ................................7.7.1
PAYMENTS AND COMPLETION ..........................9
Payment, Applications for ....... 22.5, 9.2.1, 93.1, 93.3, 9.4.1,
9.42,9.3.1,9.6.1,9.7.2
Payment,
Certificates for ..... 2.2.5, 2.2.15, 5.4.2,9.4, 9.54,.1, 9.6.1, 9.7.2
Payment, Failure of ....................................9.6
Payment, Final ..................................22.10,9.7
Payments, Progress .................................9.3,9.4
Payments to Subcontractors .............................5.4
Payments Withheld ................................ ....9.5
Performance Bond .................. ..............75
Permits, Fees and Notices .................... ....... 4.7
PERSONS AND PROPERTY, PROTECTION OF .............. 10
Progress and Completion ...............................8.2
Progress Payments .................................93, 9.4
Progress Schedule .................................... 4.11
Project, Definition of ...............................1.1.4
Project Loss or Damage Insurance .................... 11.3
Project Representatives, Full-Time ......................2.16
Property Insurance ...................................113
PROTECTION OF PERSONS AND PROPERTY ..............10
Regulations ................................4.7.2, 10.21.
Rejection of Work .............................2.2.12, 13.2
Releases of Waivers and Liens ....................9.7.3, 9.7.5
Responsibility for Those Performing the Work ......4.10, 9.7.1
Retainage .. ..........................S42,4 .7.3,9.7.4
Review of Contract Documents by the Contractor .....12.2,4.2
Royalties and Patents .................................7.7
Safety of Persons and Property .........................10.2
Safety Precautions and Programs ...............2... 234, 10.1
Samples, Shop Drawings and ....................213, 4.13
Schedule.of Values ...................................... 9
Schedule, Progress ............................... 4.11
SEPARATE CONTRACTS ................................. 6
Separate Contracts, Owner's Right to Award ............6.1
Shop Drawings and Samples ................. ;.2..13, 4.13
Site, Use of ........................................ 4.14.1
Special Hazards Insurance ............................11.3.5
Specifications, Organization of ........................12.4
Steam Boiler and Machinery Insurance ............ ....11.3.2
Stopping the Work ....................................33
SUBCONTRACTORS ..................................5
Subcontractor, Claims of ..........................4
Subcontractor, Definition of .........................5.1.1
Subcontracts, Award of .........................12.4, 5.2
Subcontractual Relations ....................53
Substantial Completion and Final Payment ..........2.2.15,9.7
Substantial Completion, Date of ..........2.2.15, 8.1.3, 8.2.3
Sub-subcontractor, Definition of .........................12
Subsurface Conditions ..............................12.1.6
Successors and Assigns ................................7.2
Supervision and Construction Procedures ...............4.3.1
Superintendent, Contractor's ....................4.9.1, 10.2.
Surveys ............................................3. 2.1
Taxes ................................ ......... ..... 4.6
Termination by the Contractor .......... ..........'....14.1
Termination by the Owner ............................14.2
TERMINATION OF THE CONTRACT ......................14
Tests ...........................................2.12, 7.8
TIM E ................................................. 8
Time, Definition of ....................................8.1
Time, Delays and Extensions of ..............8..3, 12.1, 12.2
Title of Work ......................................9.33
UNCOVERING AND CORRECTION OF WORK ............13
Uncovering of Work ..................................13.1
Unit Prices .................................12.1.3, 12.1.5
Use of Site ..........................................4.14
Values, Schedule of ....................................9.2
Waiver of Claims by the Contractor .................. .9.7.6
Waiver of Claims by the Owner .......... ............ 9.7.5
Warranty ........................................ 4.,9.3.3
Words, Recognized Meaninp of ....................1.2.3
Work, Definition of .................. ..........1.1.3
Written Notice ........................................7.3
S. AIA DOCUMENT A2MH GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION TWELFTH EDITION APRIL 190 ED.
AIAO 1970 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2000
GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
ARTICLE 1
CONTRACT DOCUMENTS
1.1 DEFINITIONS
1.1.1 THE CONTRACT DOCUMENTS
The Contract Documents consist of the Agreement, the
Conditions of the Contract (General, Supplementary and
other Conditions), the Drawings, the Specifications, all
Addenda issued prior to execution of the Contract, and
all Modifications thereto. A Modification is (1) a written
amendment to the Contract signed by both parties, (2)
a Change Order, (3) a written interpretation issued by
the Architect pursuant to Subparagraph 1.2.5, or (4) a
written order for a minor change in the Work issued by
the Architect pursuant to Paragraph 12.3. A Modification
may be made only after execution of the Contract.
1.1.2 THE CONTRACT
The Contract Documents form the Contract. The Contract
represents the entire and integrated agreement between
the parties hereto and supersedes all prior negotiations,
representations, or agreements, either written or oral,
including the bidding documents. The Contract may be
amended or modified only by a Modification as defined
in Subparagraph 1.1.1.
1.1.3 THE WORK
The term Work includes all labor necessary to produce
the construction required by the Contract Documents,
and all materials and equipment incorporated or to be
incorporated in such construction.
1.1.4 THE PROjECT
The Project is the total construction designed by the
Architect of which the Work performed under the Con-
tract Documents may be the whole or a part.
1.2 EXECUTION, CORRELATION, INTENT AND
INTERPRETATIONS
1.2.1 The Contract Documents shall be signed in not less
than triplicate by the Owner and Contractor. If either the
Owner or the Contractor or both do not sign the Condi-
tions of the Contract, Drawings, Specifications, or any
of the other Contract Documents, the Architect shall
identify them.
1.2.2 By executing the Contract, the Contractor represents
that he has visited the site, familiarized himself with the
local conditions under which the Work is to be per-
formed, and correlated his observations with the require-
ments of the Contract Documents.
1.2.3 The Contract Documents are complementary, and
what is required by any one shall be as binding as if
. required by all. The intention of the Documents is to
include all labor, ,materials, equipment and other items
as provided in Subparagraph 4.4.1 necessary for the
proper execution and completion of the Work. It is not
intended that Work not covered under any heading,
section, branch, class or trade of the Specifications shall
be supplied unless it is required elsewhere in the Contract
Documents or is reasonably inferable therefrom as being
necessary to produce the intended results. Words which
have well-known technical or trade meanings are used
herein in accordance with such recognized meanings.
1.2.4 The organization of the Specifications into divi--
sions, sections and articles, and the arrangement of
Drawings shall not control the Contractor in dividing
the Work among Subcontractors or in establishing the
extent of Work to be performed by any trade.
1.2.5 Written interpretations necessary for the proper
*execution or progress of the Work, in the form of draw.
ings or otherwise, will be issued with reasonable prompt-
ness by the Architect and in accordance with any
schedule agreed upon. Either party to the Contract may
"make written request to the Architect for such inter-
pretations. Such interpretations shall be consistent with
and reasonably inferable from the Contract Documents,
and may be effected by Field Order.
1.3 COPIES FURNISHED AND OWNERSHIP
1.3.1 Unless otherwise provided in the Contract Docu-
ments, the Contractor will be furnished, free of charge,
all copies of Drawings and Specifications reasonably nec-
essary for the execution of the Work.
1.3.2 All Drawings, Specifications and copies thereof
furnished by the Architect are and shall remain his prop-
erty. They are not to be used on any other project, and,
with the exception of one contract set for each party to
the Contract, are to be returned to the Architect on re-
quest at the completion of the Work.
ARTICLE 2
ARCHITECT
2.1 DEFINITION
2.1.1 The Architect is the person or organization licensed
to practice architecture and identified as such in the
Agreement and is referred to throughout the Contract
Documents as if singular in number and masculine in
gender. The term Architect means the Architect or his
authorized representative.
2.1.2 Nothing contained in the Contract Documents shall
create any contractual relationship between the Architect
and the Contractor.
4.2 ADMINISTRATION OF THE CONTRACT
2.2.1 The Architect will provide general Administration
of the Construction Contract, including performance of
the functions hereinafter described.
AIA DOCUMENT A2 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION TWELFTH EDITION APRIL 1970 ED.
AIAM* 1970 THE AMERICAN INSTITUTE OF ARCHITECTS, 173I NEW YORK AVENUE, N.W., WASHINGTON. D.C. 0006. F
2.2.2 The Architect will be the eager's representative
during construction and until final payment. The Architect
will have authority to act on behalf of the Owner to the
extent provided in the Contract Documents, unless other-
wise modified by written instrument which will be shown
to the Contractor. The Architect will advise and consult
with the Owner and all of the Owner's Instructions to
the Contractor shall be issued through the Architect.
2.2.3 The Architect shall at all times have access to the
Work wherever it is in preparation and progress. The
Contractor shall provide facilities for such access so the
Architect may perform his functions under the Contract
Documents.
2.2.4 The Architect will make periodic visits to the site
to familiarize himself generally with the progress and
quality of the Work and to determine in general if the
Work is proceeding in accordance with the Contract
Documents. On the basis of his on-site observations as
an architect, he will keep the Owner informed of the
progress of the Work, and will endeavor to guard the
Owner against defects and deficiencies in the Work of the
Contractor. The Architect will not be required to make
exhaustive or continuous on-site inspections to check the
quality or quantity of the Work. The Architect will not be
responsible for construction means, methods, techniques,
sequences or procedures, or for safety precautions and
programs in connection with the Work, and he will not
be responsible for the Contractor's failure to carry out
the Work in accordance with the Contract Documents.
2.2.5 Based on such observations and the Contractor's
Applications for Payment, the Architect :.will determine
the amounts owing to the Contractor and will issue
Certificates for Payment in such amounts, as provided
in Paragraph 9.4.
2.2.6 The Architect will be, in the first instance, the
interpreter 6f the requirements of the Contract Docu-
ments and the judge of the performance thereunder by
both the Owner and Contractor. The Architect will,
within a reasonable time; render such interpretations as
he may deem necessary for the proper execution or prog-
ress of the Work.
2.2.7 Claims, disputes and other matters in question
between the Contractor and the Owner relating to the
execution or progress of the Work or the interpretation
of the Contract Documents shall be referred initially to
the Architect for decision which he will render in writing
within a reasonable time.
2.2.8 All interpretations and decisions of the Architect
shall be consistent with the intent of the Contract Docu-
ments. In his capacity as interpreter and judge, he will
exercise his best efforts to insure faithful. performance by
both the Owner and the Contractor and will not show
partiality to either.
2.2.9 The Architect's decisions in matters relating to
artistic effect will be final if consistent with the intent of
the Contract Documents.
2.2.10 Any claim, dispute or other matter that hqs been
referred to the Architect, except those relating to artistic
effect as provided in Subparagraph 2.2.9 and except any
which have been wailed by the making or acceptance
of final payment as provided in Subparagraphs 9.7.5 and
9.7.6, shall be subject to arbitration upon the written
demand of either party. However, no demand for arbitra-
tion of any such claim, dispute or other matter may be
made until the earlier of:
2.2.10.1 The date on which the Architect has rendered
his written decision, or
.2 the tenth day after the parties have presented
their evidence to the Architect or have been
given a reasonable opportunity to do so, if the
Architect has not rendered his written decision
by that date.
2.2.11 If a decision of the Architect is made in writing
and states that it is final but subject to appeal, no demand
for arbitration of a claim, dispute or other matter covered
by such decision may be made later than thirty days after
the date on which the party making the demand received
the decision. The failure to demand arbitration within
said thirty days' period will result in the Architett's deci-
sion becoming final and binding upon the Owner and the
Contractor. If the Architect renders a decision after arbi-
tration proceedings have been initiated, such decision
may be entered as evidence but will not supersede any
arbitration proceedings unless the decision is acceptable
to the parties concerned.
2.2.12 The Architect will have authority to reject Work
which does not conform to the Contract Documents.
Whenever, in his reasonable opinion, he considers it
necessary or advisable to insure the proper implementa-.
tion of the intent of the Contract Documents, he will
have authority to require special inspection or testing of
the Work in accordance with Subparagraph 7.8.2 whether
or not such Work be then fabricated, installed or com-
pleted. However, neither the Architect's authority to act
under this Subparagraph 2.2.12, nor any decision made
by him in good faith either to exercise or not to exercise
such authority, shall give rise to any duty or responsibility
of the Architect to the Contractor, any Subcontractor,
any of their agents or employees, or any other person
performing any of the Work.
2.2.13 The Architect will review Shop Drawings and
Samples as provided in Subparagraphs 4.13.1 through
4.13.8 inclusive.
2.2.14 The Architect will prepare Change Orders in ac-
cordance with Article 12, and will have authority to order
minor changes in the Work as provided in Subparagraph
12.3.1..
2.2.15 The Architect will conduct inspections to deter-
mine the dates of Substantial Completion and final com-
pletion, will receive and review written guarantees and
related documents required by the Contract and assembled
by the Contractor and will issue a final Certificate for
Payment.
2.2.16 If the Owner and Architect agree, the Architect
will provide one or more Full-Time Project Representatives
to assist the Architect in carrying out his responsibilities
at the site. The duties, responsibilities and limitations of
authority .of any such Project Representative shall be as
set forth in an exhibit to be incorporated in the Contract
Documents.
- AIA DOCUMENT AS2 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION TWELFTH EDITION APRIL 1970 ED.
'. AIA 0 1170 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006
2.2.17 The duties, responsibilitiesqid limitations of
authority of the Architect as the Owner's representative
during -construction as set forth in Articles 1 through 14
inclusive of these General Conditions will not be modi-
f* ied or extended without written consent of the Owner,
the Contractor and the Architect.
2.2.18 The Architect will not be responsible for the acts
or omissions of the Contractor, any Subcontractors, or
any of their agents or employees, or any other persons
performing any of the Work.
2.2.19 In case of the termination of the employment of
the Architect, the Owner shall appoint an architect
against whom the Contractor makes no reasonable objec-
tion, whose status under the Contract Documents shall
be that of the former architect. Any dispute in connec-
tion with such appointment shall be subject to arbitration.
ARTICLE 3
OWNER
3.1 DEFINITION
3.1.1 The Owner is the person or organization identified
as such in the Agreement and is referred to throughout
the Contract -Documents as if singular in number and
masculine in gender. The term Owner means the Owner
or his authorized representative.
3.2 INFORMATION AND SERVICES REQUIRED'
OF THE OWNER
3.2.1 The Owner shall furnish all surveys describing the
physical characteristics, legal limits and utility locations
for the site of the Project.
3.2.2 The Owner shall secure and pay for easements for
permanent structures or permanent changes in existing
facilities.
3.2.3 Information or services under the Owner's control
shall be furnished by the Owner with reasonable prompt-
ness to avoid delay in the orderly progress of the Work.
3.2.4 The Owner shall issue all instructions to the Con-
tractor through the Architect.
3.2.5 The foregoing are in addition to other duties and
responsibilities of the Owner enumerated herein and
especially those in respect to Payment and Insurance in
Articles 9 and 11 respectively.
3,3 OWNER'S RIGHT TO STOP THE WORK
3.3.1 If the Contractor fails to correct defective Work
or persistently fails to supply materials or equipment in
accordance with the Contract Documents, the Owner
may order the Contractor to stop the Work, or any por-
tion thereof, until the cause for 'such order has been
eliminated.
3.4 OWNER'S RIGHT TO CARRY OUT THE WORK
3.4.1 If the Contractor defaults or neglects to carry out
the Work in accordance with the Contract Documents
. or fails .to perform any provision of the Contract, the
Owner may, after seven days' written notice to the Con-
tractor and without prejudice to any other remedy he
may have, make gooMBch deficiencies. In such case an
appropriate Change Order shall be issued deducting from
the payments then or thereafter due the Contractor the
cost of correcting such deficiencies, including the cost
of the Architect's additional services made necessary by
such default, neglect or failure. The Architect must ap-
prove both such action and the amount charged to the
.Contractor. If the payments then or thereafter due the
Contractor are not sufficient to cover such amount, the
Contractor shall pay the difference to the Owner.
ARTICLE 4
CONTRACTOR
4.1 DEFINITION
4.1.1 The Contractor is the person or organization identi-
fied as such in the Agreement and is referred to through-
out the Contract Documents as if singular in number and
masculine in gender. The term Contractor means the
Contractor or his authorized representative.
4.2 REVIEW OF CONTRACT DOCUMENTS
4.2.1 The Contractor shall carefully study and compare
the Contract Documents and shall at once report to -the
Architect any error, inconsistency .or omission he may
discover. The Contractor shall not be liable to the Owner
or the Architect for any damage resulting from any such
errors, inconsistencies or omissions in the Contract Docu-
ments. The Contractor shall do no Work without Draw-
ings, Specifications or Modifications.
4.3 SUPERVISION AND CONSTRUCTION PROCEDURES
4.3.1 The Contractor shall supervise and direct the Work,
using his best skill and attention. He shall be solely re-
sponsible for all construction means, methods, tech-
niques, sequences and procedures and for coordinating
all portions of the Work under the Contract.
4.4 LABOR AND MATERIALS
4.4.1 Unless otherwise specifically noted, the Contractor
shall provide and pay for all labor, materials, equipment,
tools, construction equipment and machinery, water, heat,
utilities, transportation, and other facilities and services
necessary for the proper execution and completion of
the Work.
4.4.2 The Contractor shall at all times enforce strict dis-
cipline and good order among his employees and shall
not employ on the Work any unfit person or anyone not
skilled in the task assigned to him.
4.5 WARRANTY
4.5.1 The Contractor warrants to the Owner and the
Architect that all materials and equipment furnished un-
der this Contract will be new unless otherwise specified,
and that all Work will be of good quality, free from faults
and defects and in conformance with the Contract Docu-
ments. All Work not so conforming to these standard
may be considered defective. If required by the Archi-
tect, the Contractor shall furnish satisfactory evidence
as to the kind and quality of materials and equipment.
4.6 TAXES
4.6.1 The Contractor shall pay all sales, consumer, use
and other similar taxes required by law.
AIA DOCUMENT AIM GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION TWELFTH EDITION APRIL 1970 ED. .
AIAP 0 1970 THE. AMERICAN INSTITUTE Of ARCHITECTS, 17M NEW YORK AVENUE, N.W., WASHINGTON, O.C. 20006 FA10
4.7 PERMITS, FEES AND NOTICES
4.7.1' The Contractor shall secure and pay for all permits,
governmental fees and licenses necessary for the proper
execution and completion of the Work, which are appli-
cable at the time the bids are received. It is not the re-
sponsibility of the Contractor to make certain that the
Drawings and Specifications are In accordance with ap.
plicable laws, statutes, building codes and regulations.
4.7.2 The Contractor shall give all notices and comply
with all laws, ordinances, rules, regulations and orders
of any public authority bearing on the performance of
the Work. If the Contractor observes that any of the
-Contract Documents are at variance therewith in any
respect, he shall promptly notify the Architect in writing,
and any necessary changes shall be adjusted by appropri-
ate Modification. If the Contractor performs any Work
knowing it to be contrary to such laws, ordinances, rules
and regulations, .and without such notice to the Archi-
tect, he shall assume full responsibility therefore and shall
bear all costs attributable thereto.
4.8 CASH ALLOWANCES
4.8.1 The Contractor shall include in the Contract Sum
all allowances stated in the Contract Documents. These
allowances shall cover the net cost of the materials and
equipment delivered and unloaded at the site, and all
applicable taxes. The Contractor's handling costs on the
site, labor, installation costs, overhead, profit and other
expenses contemplated for the original allowance shall'
be included in the Contract Sum and not in the allow-
ance. The Contractor shall cause the Work covered by
these allowances to be performed for such amounts and
by such persons as the Architect may direct, but he will
not be required to employ persons against whom he
makes a reasonable objection. If the cost, when deter-
mined, is more than or less than the allowance, the Con--
tract Sum shall be adjusted accordingly by Change Order
which will include additional handling costs on the site,
labor, installation costs, overhead, profit and other ex-
penses resulting to the Contractor from any increase over
the original allowance.
4.9 SUPERINTENDENT
4.9.1 The Contractor shall employ a competent super-
intendent and necessary assistants who shall be in at-
tendance at the Project site during the progress of the
Work. The superintendent shall be satisfactory to the
Architect, and shall not be changed except with the con-
sent of the Architect, unless the superintendent proves
to be unsatisfactory to the Contractor and ceases to be
in his employ. The superintendent shall represent the
Contractor and all communications given to the superin-
tendent shall be as binding as if given to the Contractor.
Important communications will be confirmed in writing.
Other communications will be so confirmed on written
request in each case.
4,10 RESPONSIBILITY FOR THOSE PERFORMING
THE WORK
4.10.1 The Contractor shall be responsible to the Owner
for the acts and omissions of all hjs employees and all
Subcontractors, their agents and employees, and all other
persons performing any of the Work under a contract
with the Contractor.
4.11 .PROGRESS SCHEDULE
4.11.1 The Contractor, immediately after being awarded
the Contract, shall prepare and submit for the Architect's
approval an estimated progress schedule for the Work.
The progress schedule shall be related to the entire Proj-'
ect to the extent required by the Contract Documents.
This schedule shall Indicate the dates for the starting and
completion of the various stages of construction and
shall be revised as required by the conditions of the
Work, subject to the Architect's approval.
4.12 DRAWINGS AND SPECIFICATIONS AT THE SITE
4.12.1 .The Contractor shall maintain at the site for the
Owner one copy of all Drawings, Specifications, Addenda,
approved Shop Drawings, Change Orders and other Mod-
ifications, in good order and marked to record all changes
made during construction. These shall be available to the
Architect. The Drawings, marked to record all changes
made during construction, shall be delivered to him for
the Owner upon completion of the Work.
4.13 SHOP DRAWINGS AND SAMPLES
4.13.1 Shop Drawings are drawings, diagrams, illustra-
tions, schedules, performance charts, brochures and other
data which are prepared by the Contractor or any Sub-
contractor, manufacturer, supplier or distributor, and
which illustrate some portion of the Work.
4.13.2 Samples are physical examples furnished by the
Contractor to illustrate materials, equipment or work-
manship, and to establish standards by which the Work
will be judged.
4.13.3 The Contractor shall review, stamp with his ap-
proval and submit, with reasonable promptness and in
orderly sequence so as to cause no delay in the Work
or in the work of any other contractor, all Shop Draw-
ings and Samples required by the Contract Documents
or subsequently by the Architect as covered by Modifica-
tions. 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 Draw-
ings or Samples from the requirements of the Contract
Documents.
4.13.4 By approving and submitting Shop Drawings and
Samples, the Contractor thereby represents that he .has
determined and verified all field measurements, field con-
-struction criteria, materials, catalog numbers and similar
data, or will do so, and that he has checked and coordi-
nated each Shop Drawing and Sample with the require-.
ments of the Work and of the Contract Documents.
4.13.5 The Architect will review and approve Shop
Drawings and Samples with reasonable promptness so as
to cause no delay, but only for conformance with the de.
sign concept of'the Project and with the information given
in the Contract Documents. The Architect's approval of a
separate item shall not indicate approval of an assembly
in which the item functions.
4.13.6 The Contractor shall make any corrections re-
quired by the Architect and shall resubmit the required
number of corrected copies of Shop Drawings or new
Samples until approved. The Contractor shall direct spe-
AIA DOCUMENT AM GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION TWELFTH EDITION APRIL 1970 ED.
SAIA* 0 1970 THE AMERICAN INSTITUTE OF ARCHITECTS, 175I NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006
F*43
.. (
* cific attention in writing or on res'O5mitted Shop Draw-
ings to revisions other than the corrections requested by
the Architect on previous submissions.
4.13.7 The Architect's approval of Shop Drawings or
Samples shall not relieve the Contractor of responsibility
for any deviation from the requirements of the Contract
Documents unless the Contractor has inforrhed the Archi-
tect In writing of such deviation at the time of submis-
sion and the Architect has given written approval to the
specific deviation, nor shall the Architect's approval re-.
lieve the Contractor from responsibility for errors or
omissions in the Shop Drawings or Samples.
4.13.8 No portion of the Work requiring a Shop Drawing
or Sample submission shall be commenced until the
submission has been approved by the Architect. All such
portions of the Work shall be in accordance with ap-
proved Shop Drawings and Samples.
4.14 USE OF SITE
4.14.1 The Contractor shall confine operations at the
site to areas permitted by law, ordinances, permits and'
the Contract Documents and shall not unreasonably en-
cumber the site with any materials or equipment.
4.15 CUTTING AND PATCHING OF WORK
4.15.1 The Contractor shall do all cutting, fitting or
patching of his Work that may be required to make its
several parts fit together properly, and shall not endanger
any Work by cutting, excavating or otherwise altering the
Work or any part of it.
4.16 CLEANING UP
4.16.1 The Contractor at all times shall keep the prem-
ises free from accumulation of waste materials or rubbish
caused by his operations. At the completion of the Work
he shall remove all his waste materials and rubbish from
and about the Project as well as all his tools, construc-'
tion equipment, machinery and surplus materials, and
shall clean all glass surfaces and leave the Work "broom-
clean" or its equivalent,, except as otherwise specified.
4.16.2 If the Contractor fails to clean up, the Owner
may do so and the cost thereof shall be charged to the
Contractor as provided in Paragraph 3.4.
4.17 COMMUNICATIONS
4.17.1 The Contractor shall forward all communications
to the Owner through the Architect.
4.18 INDEMNIFICATION
4.18.1 The Contractor shall indemnify and hold harmless
the Owner and the Architect and their agents and em-
ployees from. and against all claims, damages, losses and
expenses including attorneys' fees arising out of or re-
sulting from the performance of the Work, provided that
any such claim, damage, loss or expense (1) is attributable
to bodily injury, sickness, disease or death, or to injury
to or destruction of tangible property (other than the
Work itself) including the loss of use resulting there-
from, and (2) is caused in whole or in part by any negli-
gent act or omission of the Contractor, any Subcontrac-
tor, anyone directly or indirectly employed by any of
them or anyone for whose acts any of them may be liable,
regardless of whether or not it is caused in part by a
party-indemnified hereunder.
4.18.2 In any and all claims against the Owner or the
Architect or any of their agents or employees by any em-
ployee of the Contractor, any Subcontractor, anyone di-
rectly or indirectly employed by any of them or anyone
for whose acts any of them may be liable, the Indemnifi-
cation obligation under this Paragraph 4.18 shall not be
limited in any way by any limitation on the amount or
type of damages, compensation or benefits payable by
or for the Contractor or any Subcontractor under work-
men's compensation acts, disability benefit acts or other
employee benefit acts.
4.183 The obligations of the Contractor under this Para-
graph 4.18 shall not extend to the liability of the Archi-
tect, his agents or employees arising out of (1) the prepa-
ration or approval of maps, drawings, opinions, reports,
surveys, Change Orders, designs or specifications, or (2)
the giving of or the failure to give directions or instruc-
tions by the Architect, his agents or employees provided
such giving or failure to give is the primary cause of the
injury or damage.
ARTICLE 5
SUBCONTRACTORS
5.1 DEFINITION
5.1.1 A Subcontractor is a person or organization who
has a direct contract with the Contractor to perform any
of the Work at the site. The term Subcontractor is re-
ferred to throughout the Contract Documents as if singu-
lar in number and masculine in gender and means a
Subcontractor or his authorized representative,
5.1.2 A Sub-subcontractor is a person or organization
who has a direct or indirect contract with a Subcontractor
*to perform any of the Work at the site. The term Sub-
subcontractor is referred to throughout the Contract
Documents as if singular in number and masculine in
gender and means a Sub-subcontractor or an authorized
representative thereof.
5.13 Nothing contained in the Contract Documents
shall create any contractual relation between the Owner
or the Architect and any Subcontractor or Sub-subcon-
tractor.
5.2 AWARD OF SUBCONTRACTS AND OTHER
CONTRACTS FOR PORTIONS OF THE WORK
5.2.1 Unless otherwise specified in the Contract Docu-
ments or in the .Instructions to Bidders, the Contractor,
as soon as practicable after the award of the Contract,
shall furnish to the Architect in writing for acceptance by
the Owner and the Architect a list of the names of thi
Subcontractors proposed for the principal portions of tl*
Work. The Architect shall promptly notify the Contrac-
tor in writing if either the Owner or the Architect, after
due investigation, has reasonable objection to any Sub-
contractor on such list and does not accept him. Failure
of the Owner or Architect to make objection promptly to
any Subcontractor on the list shall constitute acceptance
of such Subcontractor.
AIA DOCUMENT A20 GENERAL CONDITIONS OF THE.CONTRACT FOR CONSTRUCTION TWELFTH EDITION APRIL 1970 ED.
AIAO 0 1970 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735S NEW YORK AVENUE, N.W., WASHINGTON. D.C 20006 -4O
5.2.2 The Contractor shall not contact with any Sub-
contractor or any person or organization (including those
who are to furnish materials'or equipment fabricated to
a special design) proposed for portions of the Work
designated in the Contract Documents or in the Instruc-.
tions to Bidders or, if none is so designated, with any
Subcontractor proposed for the principal portions of the
Work who has been rejected by the Owner and the
Architect. The Contractor will not be required to con-
tract with any Subcontractor or person or organization
against whom he has a reasonable objection.
5.2.3 If the Owner or Architect refuses to accept any
Subcontractor or person or organization on a list sub-
mitted by the Contractor in response to the requirements
of the Contract Documents or the Instructions to Bidders,
the Contractor shall submit an acceptable substitute and
the Contract Sum shall be increased or decreased by the
difference in cost occasioned by such substitution and an
appropriate Change Order shall be issued; however, no
increase in the Contract Sum shall be allowed for any
such substitution unless the Contractor has acted promptly
and responsively in submitting for acceptance any list
or lists of names as required by the Contract Documents
or the Instructions to Bidders.
5.2.4 If the Owner or the Architect requires a change of
any proposed Subcontractor or person or organization
previously accepted by them, the Contract Sum shall be
increased or decreased by the difference in cost occa-
sioned by such change and an appropriate Change Order
shall be Issued.
5.2.5 The Contractor shall not make any substitution foi
any Subcontractor or person or organization who has
been accepted by the Owner and the Architect, unless
the. substitution is acceptable to the Owner and the
Architect.
5.3 SUBCONTRACTUAL RELATIONS
5.3.1 All work performed for the Contractor by a Sub-
* contractor shall be pursuant to an appropriate agree-
ment between the Contractor and the Subcontractor (and
where appropriate between Subcontractors and Sub-
subcontractors) which shall contain provisions that:
.1 preserve and protect the rights of the Owner and
.the Architect under the Contract with respect to
the Work to be performed under the subcontract
so that the subcontracting thereof will not preju-
dice such rights;
.2. require that such Work be performed in accord-
ance with the requirements of the Contract
Documents;
.3 require submission to the Contractor of applica-
.- ions for payment under each subcontract to
which the Contractor is a party, in reasonable
time to enable the Contractor to apply for pay-
ment in accordance with Article 9;
.4 require that all claims for additional costs, exten-
sions of .time, damages for delays or otherwise
with respect to subcontracted portions of the
Work shall be submitted to the Contractor (via
any Subcontractor or Sub-subcontractor where
appropriate) in sufficient time so that the Con-
tractor may comply in the manner provided in
the Contract Documents for like claims by the
Contractor upon the Owner;
.5 waive all rights the contracting parties may have
against one another for damages caused by fire
or other perils covered by the property Insurance
described in Paragraph 11.3, except such rights as
they may have to the proceeds of such Insurance
held by the Owner as trustee under Paragraph
11.3; and
.6 obligate each Subcontractor specifically to con-
sent to the provisions of this Paragraph 5.3.
5.4 PAYMENTS TO SUBCONTRACTORS
5.4.1 The Contractor shall pay each Subcontractor, upon
receipt of payment from the Owner, an amount equal
to the percentage of completion allowed to the Con-
tractor on account of such Subcontractor's Work, less the
percentage retained from payments to the Contractor.
The Contractor shall also require each Subcontractor to
make similar payments to his subcontractors.
5.4.2 If the Architect fails to issue a Certificate for Pay-
ment for any cause which is the fault of the Contractor
and not the fault of a particular Subcontractor,- the Con-
tractor shall pay that Subcontractor on demand, made at
any time after the'Certificate for Payment should other-
wise have been issued, for his Work to the extent com-
pleted, less the retained percentage.
5.4.3 The Contractor shall pay each Subcontractor a just
share of any insurance moneys received by the Contractor
under Article 11, and he shall require each Subcontractor
to make similar payments to his subcontractors.
5.4.4 The Architect may, on request and at his discretion,
furnish to any Subcontractor, if practicable, information
regarding percentages of completion certified to the Con-
tractor on account of Work done by such Subcontractors.
5.4.5 Neither the Owner nor the Architect shall have any
obligation to pay or to see to the payment of any moneys
to any Subcontractor except as may otherwise be required
by law.
ARTICLE 6
SEPARATE CONTRACTS
6.1 OWNER'S RIGHT TO AWARD SEPARATE CONTRACTS
6.1.1 The Owner reserves the right to award other con-
tracts in connection with other portions of the Project
under these or similar Conditions of the Contract.
6.1.2' When 'separate contracts are awarded for different
portions of the Project, "the Contractor" in the contract
documents in each case shall be the contractor who signs
each separate contract.
6.2 MUTUAL RESPONSIBILITY OF CONTRACTORS
6.2.1 The Contractor shall afford other contractors rea-
sonable opportunity for the introduction and storage of
their materials and equipment and the execution of their
AIA DOCUMENT A20I GENERAL. CONDITIONS OF THE CONTRACT FOR CONSTRUCTION TWELFTH EDITION AP ;IL 190O ED.
AIA 0 1970 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006
work, and shall properly conned mnd coordinate his
Work with theirs.
6.2.2 If any part of the Contractor's Work depends for
proper execution or results upon the work of any other
separate contractor, the Contractor shall inspect and
promptly report to the Architect any apparent discrepan-
cies or defects in such work that render it unsuitable for
such proper execution and results. Failure of the Con-
tractor so to inspect and report shall constitute an accept-
ance of the other contractor's work as fit and proper to
receive his Work, except as to defects which may develop
in the other separate contractor's work after the execution
of the Contractor's Work.
6.2.3 Should the Contractor cause damage to the work
or property of any separate contractor on the Project, the
Contractor shall, upon due notice, settle with such other
contractor by agreement or arbitration, if he will so settle.
If such separate contractor sues the Owner or initiates
an arbitration proceeding on account of any damage
alleged to have been so sustained, the Owner shall notify
the Contractor who shall defend such proceedings at the
Owner's expense, and if any judgment or award against
the Owner arises therefrom the Contractor shall pay or
satisfy it and shall reimburse the Owner for all attorneys'
fees and court or arbitration costs which the Owner has
incurred.
6.3 CUTTING AND PATCHING
UNDER SEPARATE CONTRACTS
6.3.1 The Contractor shall be responsible for any cutting,
fitting and patching that may be required to complete
his Work except as otherwise specifically provided in the
Contract Documents. The Contractor shall not endanger
any work of any other contractors by cutting, excavating
or otherwise altering any work and shall not cut or alter
the work of any other contractor except with the written
consent of the Architect.
63.2 Any costs caused by defective or ill-timed work
shall be borne by the party responsible therefore.
6.4 OWNER'S RIGHT TO CLEAN UP
6.4.1 If a dispute arises between the separate contractors
as to their responsibility for cleaning up as required by
Paragraph 4.16, the Owner may clean up and charge the
cost thereof to the several contractors as the Architect
shall determine to be just.
ARTICLE 7
MISCELLANEOUS PROVISIONS
* 7.1 GOVERNING LAW
7.1.1 The Contract shall be governed by the law of the
place where the Project is located.
7.2 SUCCESSORS AND ASSIGNS
7.2.1 The Owner and the Contractor each binds him-
self, his partners, successors, assigns and legal represen-
tatives to the other party hereto and to the partners, suc-
cessors, assigns and legal representatives of such other
party in respect to all covenants, agreements and obliga-
tions contained in the Contract Documents. Neither
b
party to the Contracthall assign the Contract or sublet it
as a whole without the written consent of the other, nor
shall the Contractor assign any moneys due or to become
due to him hereunder, without the previous written con-
sent of the Owner.
7.3 WRITTEN NOTICE
7.3.1 Written notice shall be deemed to have been duly
served if delivered in person to the individual or member
of the firm or to an officer of the corporation for whom
it was intended, or if delivered at or sent by registered
or certified mail to the last business address known to
him who gives the notice.
7.4 CLAIMS FOR DAMAGES
7.4.1 Should either party to the Contract suffer injury or
damage to. person or property because of any act or
omission of the other party or of any of his employees,
agents or others for whose acts he is legally liable, claim
shall be made in writing to such other party within a
reasonable time after the first observance of such injury
or damage.
7.5 PERFORMANCE BOND AND
LABOR AND MATERIAL PAYMENT BOND
7.5.1 The Owner shall have the right to require the
Contractor to furnish bonds covering the faithful per-
formance of the Contract and the payment of all obliga-
tions arising thereunder if and as required in the Instruc-
tions to Bidders or elsewhere in the Contract Documents.
7.6 RIGHTS AND REMEDIES
7.6.1 The duties and obligations imposed by the Con-
tract Documents and the rights and remedies available
thereunder shall be in addition to and not a limitation
of any duties, obligations, rights and remedies otherwise
imposed or available by law.
7.7 ROYALTIES AND PATENTS .
7.7.1 The Contractor shall pay all royalties and license
fees. He shall defend all suits or claims for infringement
of any patent rights and shall save the Owner harmless
from loss on account thereof, except that the Owner
shall be responsible for all such loss when a particular de-
sign, process or the product of a particular manufacturer
or manufacturers is specified, but if the Contractor has
reason to believe that the design, process or product
specified is an infringement of a patent, he shall be re-
sponsible for such loss unless he promptly gives such in-.
formation to the Architect.
7.8 TESTS
7.8.1 If the Contract Documents, laws, ordinances, rules,
regulations or orders of any public authority having juris-.
diction require any Work to be inspected, tested or ap-
. proved, the Contractor shall give the Architect timely no-
tice of its readiness and of the date arranged so the
Architect may observe such inspection, testing or ap-
proval. The Contractor shall bear all costs of such inspec-
tions, tests and approvals unless otherwise provided.
7.8.2 If after the commencement of the Work the
Architect determines that any Work requires special in-
spection, testing, or approval which Subparagraph 7.8.1
AIA DOCUMENT A20 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 1. TWELFTH EDITION APRIL 1970 ED.
AIA* 0 1970 THE AMERICAN INSTITUTE OF ARCHITECTS, 173S NEW YORK AVENUE, N.W., WASHINGTON, O.C. 20006
-K' v
F-16
does not include, he will, upon 'N ten authorization
from the Owner, instruct the Contractor to order such
special inspection, testing or approval, and the Con-
tractor shall give notice as in Subparagraph 7.8.1. If such
special inspection or testing reveals a failure-of the Work
to comply (1) with the requirements of the Contract
Documents or (2), with respect to the performance of the
Work, with laws, ordinances, rules, regulations or orders
of any public authority having jurisdiction, the Contractor
shall bear all costs thereof, including the Architect's addi-
tional services made necessary by such failure; otherwise
the Owner shall bear such costs, and an appropriate
Change Order shall be issued.
7.8.3 Required certificates of inspection, testing or ap-
proval shall be secured by the Contractor and promptly
delivered by him to the Architect.
7.8.4 If the Architect wishes to observe the inspections,
tests or approvals required by this Paragraph 7.8, he will
do so promptly and, where practicable, at the source of
supply.
7.8.5 Neither the observations of the Architect in his
Administration of the Construction Contract, nor inspec-
tions, tests or approvals by persons other than the Con-
tractor shall relieve the Contractor from his obligations
to perform the Work in accordance with the Contract
Documents.
7.9 INTEREST
7.9.1 Any moneys not paid when due to either party
under this Contract shall bear interest at the legal rate in
force at the place of the Project.
7.10 ARBITRATION
7.10.1 All claims, disputes and other matters in question
arising out of, or relating to, this Contract or the breach
thereof, except as set forth in Subparagraph 2.2.9 with
respect to the Architect's decisions on matters relating
to artistic effect, and except for claims which have been
waived by the making or acceptance of final payment as
provided by Subparagraphs 9.7.5 and 9.7.6, shall be de-
cided by arbitration in accordance with the Construction
Industry Arbitration Rules of the American Arbitration
Association then obtaining unless the parties mutually
agree otherwise. This agreement to arbitrate shall be
specifically enforceable under the prevailing arbitration
law. The award rendered by the arbitrators shall be final,
and judgment may be entered upon it in accordance with
applicable law in any court having jurisdiction thereof.
7.10.2 Notice of the demand for arbitration shall be filed
in writing with the other party to the Contract and with
the American Arbitration Association, and a copy shall
be filed with the Architect. The demand for arbitration
shall be made within the time limits specified in Sub-
paragraphs 2.2.10 and 2.2.11 where applicable, and in
all other cases within a reasonable time .after the. claim,
dispute or other matter in question has arisen, and in no
event shall it be made after the date when institution of
legal or equitable proceedings based on such' claim,
dispute or other matter in question would be barred by
the applicable statute of limitations.
7.10.3 The Contractmo all carry on the Work and main-
tain the progress schedule during any arbitration pro-
ceedings, unless otherwise agreed by him and .the Owner
in writing.
ARTICLE 8
TIME
8.1 DEFINITIONS
8.1.1 The Contract Time is the period of time allotted in
the Contract Documents for completion of the Work.
8.1.2 The date of commencement of the Work is the
date established in a notice to proceed. If there is no
notice to proceed, it shall be the date of the Agreement
or such other date as may be established therein.
8.1.3 The Date of Substantial Completion of the Work
or designated portion thereof is the Date certified by the
Architect when construction is sufficiently complete, in
accordance with the Contract Documents, so the Owner
may occupy the Work or designated portion thereof for
the use for which it is intended.
8.1.4 The term day as used in the Contract Documents
shall mean calendar day.
8.2 PROGRESS AND COMPLETION
8.2.1 All time limits stated in the Contract Documents
are of the essence of the Contract.
8,2.2 The Contractor shall begin the Work on the date
of commencement as defined in Subparagraph 8.1.2. He
shall carry the Work forward expeditiously with adequate
forces and shall complete it within the Contract Time.
8.2.3 If a date or time of completion is included in the
Contract, it shall be the Date of Substantial Completion
as defined in Subparagraph 8.1.3, including authorized
extensions thereto, unless otherwise provided.
8.3 DELAYS AND EXTENSIONS OF TIME
8.3.1 If the Contractor is delayed at any time in the
progress of the Work by any act or neglect of the Owner
or the Architect, or by any employee of either, or by any
separate contractor employed by the Owner, or by
changes ordered in the Work, or by labor disputes, fire,
unusual delay in transportation, unavoidable casualties or
any causes beyond the Contractor's control, or by delay
authorized by the Owner pending arbitration, or by any
cause which the Architect determines may justify the
delay, then the "Contract Time shall be extended by
Change Order for such reasonable time as the Architect
may determine.
8.3.2 All claims for extension of time shall be made in
writing to the Architect no more than twenty days after
the occurrence of the delay; otherwise they shall be
waived. In the case of a continuing cause of delay only
one claim is necessary.
8.3.3 If no schedule or agreement is made stating the
dates upon which written interpretations as set forth in
Subparagraph 1.2.5 shall be furnished, then no claim for
delay shall be allowed on account of failure to furnish
AIA DOCUMENT At GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION TWELFTH EDITION APRIL1970 ED.
SAIA e 01970 THE AMERICAN INSTITUTE OF ARCHITECTS, 17M5 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2=
such interpretations until fifteen W after demand is
made for them, and not then unless such claim is
reasonable.
8.3.4 This Paragraph 8.3 does not exclude the recovery
of damages for delay by either party under other pro-
visions of the Contract Documents.
ARTICLE 9
PAYMENTS AND COMPLETION
9.1 CONTRACT SUM
9.1.1 The Contract Sum is stated in the Agreement and
is the total amount payable by the Owner to the Con-
tractor for the performance of the Work under the
Contract Documents.
9.2 SCHEDULE OF VALUES
9.2.1 Before the first Application for Payment, the Con-
tractor shall submit to the Architect a schedule of values
of the various portions of the Work, including quantities
if required by the Architect, aggregating the total Con-
tract Sum, divided so as to facilitate payments to Sub-
contractors in accordance with Paragraph 5.4, prepared in
such form as specified or as the Architect and the Con-
tractor may agree upon, and supported by such data to
. substantiate its correctness as the Architect may require.
Each item in the schedule of values shall include its
proper share of overhead and profit. This schedule, when
approved by the Architect, shall be used only as a basis
for the Contractor's Applications for Payment.
9.3 PROGRESS PAYMENTS
9.3.1 At least ten days before each progress payment
falls due, the Contractor shall submit to the Architect an
itemized Application for Payment, supported by such
data substantiating the Contractor's right to payment as
the Owner or the Architect may require.
9.3.2 If payments are to be made on account of mate-
rials or equipment not incorporated in the Work but de-
livered and suitably stored at the site, or at some other
location agreed upon in writing, such payments shall be
conditioned upon submission by the Contractor of bills
of sale or such other procedures satisfactory to the
Owner to establish the Owner's title to such materials or
equipment or otherwise protect the Owner's interest in-
cluding applicable insurance and transportation to the
site.
9.3.3 The Contractor warrants and guarantees that title
-to all Work, materials and equipment covered by an
Application for Payment, whether incorporated in the
Project or not, will pass to the Owner upon the receipt
of such payment by the Contractor, free and clear of
all liens, claims, security interests or encumbrances, here-
inafter referred to in this Article 9 as "liens"; and that no
Work, materials or equipment covered by an Application
for Payment will have been acquired by the Contractor;
or by any other person performing the Work at the site
or furnishing materials and equipment for the Project,
subject to an agreement under which an interest therein
or an encumbrance thereon is retained by the seller or
otherwise imposed by the Contractor or such other
person.
9.4 CERTIFICATES frPAYMENT
9.4.1 If the Contractor has made Application for Pay-
ment as above, the Architect, will, with reasonable
promptness but not more than seven days after the re-
ceipt of the Application, issue a Certificate for Payment
to the Owner, with a copy to the Contractor, for such
amount as he determines to be properly due, or state in
writing his reasons for withholding a Certificate as pro-
vided in Subparagraph 9.5.1.
9.4.2 The issuance of a Certificate for Payment will con-
stitute a representation by the Architect to the Owner,
based on his observations at the site as provided in Sub-
paragraph 2.2.4 and the data comprising the Applica-
tion for Payment, that the Work has progressed to the
point indicated; that, to the best of his knowledge, in-
formation and belief, the quality of the Work is in ac-
cordance with the Contract Documents (subject to an
evaluation of the Work for conformance with the Con-
tract Documents upon Substantial Completion, tothe
results of any subsequent tests required by the Contract
Documents, to minor deviations from the Contract Docu-
ments correctable prior to completion, and to .any spe-
cific qualifications stated in his Certificate); and that the
Contractor is entitled to payment in the amount certified.
In addition, the Architect's final Certificate for Payment
will constitute a further representation that the condi-
fions precedent to the Contractor's being entitled to final
payment as set forth in Subparagraph 9.7.2 have been
fulfilled. However, by issuing a Certificate for Payment,
'the Architect shall not thereby be deemed to represent
that he has made exhaustive or continuous on-site
inspections to check the quality or quantity of the Work
. or that he has reviewed the construction means, methods,
techniques, sequences or procedures, or that he has
made any examination to ascertain how or for what
purpose the Contractor has used the moneys previously
paid on account of the Contract Sum.
9.4.3 After the Architect has issued a Certificate for Pay-
ment, the Owner shall make payment in the manner pro-
vided in the Agreement.
9.4.4 No certificate for a progress payment, nor any
progress payment, nor any partial or entire use or oc.
cupancy of the Project by the Owner, shall constitute an
acceptance of any Work not in accordance with the Con-
tract Documents.
9.5 PAYMENTS WITHHELD
9.5.1 The Architect may decline to approve an Appli-
cation for Payment and may withhold his Certificate in
whole or in part, to the extent necessary reasonably to
protect the Owner, if in his opinion he is unable to make
representations to the Owner as provided in Subpara-
graph 9.4.2. The Architect may also decline to approve
any Applications for Payment or, because of subsequently
discovered evidence or subsequent inspections, he may
nullify the whole or any part of any Certificate for Pay-
ment. previously issued, to such extent as may be neces-
sary in his opinion to protect the Owner from loss be-
cause of:
.1 defective work not remedied,
.2 third party claims filed or reasonable. evidence
indicating probable filing of such claims,
F-18
AIA DOCUMENT AMI GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION TWELFTH EDITION APRIL 1970 ED.
AIA 0 1970 THE AMERICAN INSTITUTE OF ARCHITCITS, 173S NEW YORK AVENUE, N.W., WASHINGTON, D.C. 0006
3' failure of the Contractor to ni1e payments prop-
erly to Subcontractors or for labor, materials or
equipment,
.4 reasonable doubt that the Work can be com-
pleted for the unpaid balance of the Contract
Sum,
.5 damage to another contractor,
.6 reasonable indication that the Work will not be
completed within the Contract Time, or
.7 unsatisfactory prosecution of the Work by the
Contractor.
9.5.2 When the above grounds in Subparagraph 9.5.1
are removed, payment shall be made for amounts with-
held because of them.
9.6 FAILURE OF PAYMENT
9.6.1 If the Architect should fail to issue any-Certificate
for Payment, through no fault of the Contractor, within
seven days after receipt of the Contractor's Application
for Payment, or if the Owner should fail to pay the Con-
tractor within seven days after the date of payment es-
tablished in the Agreement any amount certified by the
Architect or awarded by arbitration, then the Contrac-
tor may; upon seven additional days' written notice to
the Owner and the Architect, stop the Work until pay-
ment of the amount owing has been received.
9.7 SUBSTANTIAL COMPLETION AND FINAL PAYMENT
9.7.1- When the Contractor determines that the Work
or a designated portion thereof acceptable to the Owner
is substantially complete, the Contractor shall prepare for
submission to the Architect a list of items to be com-
pleted or corrected. The failure to include any items
on such list does not alter the responsibility of the Con-
tractor to complete all Work in accordance with the
Contract Documents. When the Architect on the basis of
an inspection determines that,the Work is substantially
complete, he will then prepare a Certificate of Substantial
Completion which shall establish the Date of Substantial
Completion, shall state the responsibilities of the Owner
and the Contractor for maintenance, heat, utilities, and
insurance,'and shall fix the time within which the Con-
tractor shall complete the items listed therein. The Cer-
tificate of Substantial Completion shall .be submitted to
the Owner and the Contractor for their written accept-
ance of the responsibilities assigned to them in such
Certificate.
9.7.2 Upon receipt of written notice that the Work is
ready for final inspection and acceptance and upon re-
ceipt of a final Application for Payment, the Architect
will promptly make such inspection and, when he finds
the Work acceptable under the Contract Documents and
the Contract fully performed, he will promptly issue a
final Certificate for Payment stating that to the best of his
knowledge, information and belief, and on the basis of
his observations and inspections, the Work has been
completed in accordance with the terms and conditions
of the Contract Documents and that the entire balance
found to be due the Contractor, and noted in said final
Certificate, is due and payable.
9.7.3 Niither the final payment nor the remaining re-
tained percentage shall become due until the Contractor
submits to the Architect (1) an Affidavit that all payrolls,
bills for materials and equipment, and other indebtedness
connected with the Work for which the Owner or his
property might in any way be responsible, have been
paid or otherwise satisfied, (2) consent of surety, if any,
to final payment and (3), if required by the Owner, other
data establishing payment or satisfaction of all such ob-
ligations, such as receipts, -eleases and waivers of liens
arising out of the Contract, to the extent and in such form
as may be designated by the Owner. If any Subcontrac-
tor refuses to furnish a release or waiver required by the
Owner, the Contractor may furnish a bond satisfactory to
the Owner to indemnify him against any such lien. If
any such lien remains unsatisfied after all payments are
made, the Contractor shall refund to the Owner all
moneys that the latter may be compelled to pay in dis-.
charging such-lien, including all costs and reasonable at-
torneys' fees.
9.7.4 If after Substantial Completion of the Work final
. completion thereof is materially delayed through no fault
of the Contractor, and the Architect so confirms, the
Owner shall, upon certification by the Architect, and with-
out terminating the Contract, make payment of the bal-
ance due for that portion of the Work fully completed
and accepted. If the remaining balance for Work not fully
completed or corrected is less than the retainage stipu-
lated in the Agreement, and if bonds have been furnished
as required in Subparagraph 7.5.1, the written consent.of
the surety to the payment of the balance due for that
portion of the Work fully completed and accepted shall
be submitted by the Contractor to the Architect prior to
certification of such payment. Such payment shall be
--made under the terms and conditions governing final
payment, except that it shall not constitute a waiver of
claims.
9.7.5 The making of final payment shall constitute a
waiver of all claims by the Owner except. those arising
from:
.1 unsettled liens,
.2 faulty or defective Work appearing after Substan-
tial Completion,
.3 failure of the Work to comply with the require-
ments of the Contract Documents, or
.4 terms of any special guarantees required by the
Contract Documents.
9.7.6 The acceptance of final payment shall constitute a
waiver of all claims by the Contractor except those pre-
viously made in writing and still unsettled.
ARTICLE 10
PROTECTION OF PERSONS AND PROPERTY
10.1 SAFETY PRECAUTIONS AND PROGRAMS
10.1.1 The Contractor shall be responsible for initiating,
maintaining and supervising all safety precautions and
programs in connection with the Work.
10.2 SAFETY OF PERSONS AND PROPERTY
10.2.1 The Contractor shall take all reasonable precau-
tions for the safety of, and shall provide all reasonable
protection to prevent damage, injury or loss to:
AIA DOCUMENT A20 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION TWELFTH EDITION APRIL 1970 ED.
SAIA* 0 1970 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006
SF-19
.1 all employees on the W brand all other per-
sons who may be affected thereby;
A 2 -all the Work and all materials and equipment
.. to be incorporated therein, whether in storage
on or off the site, under the care, custody or
control of the Contractor or any of his Sub-
contractors or Sub-subcontractors; and
.3 other property at the site or adjacent thereto,
including trees, shrubs, lawns, walks, pavements,
roadways, structures and utilities not designated
for removal, relocation or replacement in the
course of construction.
10.2.2 The Contractor shall comply with all applicable
laws, ordinances, rules, regulations and lawful orders of
any public authority having jurisdiction for the safety
of persons or property or to protect them from damage,
injury or loss. He shall erect and maintain, as .required
by existing conditions and progress of the Work, all
reasonable safeguards for safety and protection, includ-
ing posting danger signs and other warnings against haz-
ards, promulgating safety regulations and notifying owners
and users of adjacent utilities.
10.2.3 When the use or storage of explosives or other
hazardous materials or equipment is necessary for the
execution of the Work, the Contractor shall exercise
the utmost care and shall carry on such activities under
the supervision of properly qualified personnel.
10.2.4 All damage or loss to any property referred to in
Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in part
by the Contractor, any Subcontractor, any Sub-subcon-
tractor, or anyone directly or indirectly employed by any
of them, or by anyone for whose acts any of them may
be liable, shall be remedied by the Contractor, except
damage or loss attributable to faulty Drawings or Specifi-
cations or to the acts or omissions of the Owner or Archi-
tect or anyone employed by either of them or for whose'
acts either of them may be liable, and not attributable to
the fault or negligence of the Contractor.
10.2.5 The Contractor shall designate a responsible
member of his organization at the site whose duty shall
be the prevention of accidents. This person shall be the
Contractor's superintendent unless otherwise designated
in writing by the Contractor to the Owner and the
Architect.
'"10.2.6 The Contractor shall not load or permit any part
of the Work to be loaded so as to endanger its safety.
103 EMERGENCIES
10.3.1 In any emergency affecting the safety of persons
or property, the Contractor shall act, at his discretion,
to prevent threatened damage, injury or loss. Any addi-
tional compensation or extension, of time claimed by the
Contractor on account of emergency work shall be de-
Stermined as provided in Article 12 for Changes in the
Work.
ARTICLE 11
,INSURANCE
11.1 CONTRACTOR'S LIABILITY INSURANCE
11.1.1 The Contractor shall purchase and maintain such
insurance as will prWt him from claims set forth below
which may arise out of-or result from the Contractor's
operations upder the Contract, whether such operations
be by himself or by any Subcontractor or by anyone di-
rectly or indirectly employed-by any of them, or by any-
one for whose acts any of them may be liable:
.1 claims under workmen's compensation, disability
benefit and other similar employee benefit acts;
.2 claims for damages because of bodily injury,
occupational sickness or disease, or death of his
employees;
.3 claims for damages because of bodily injury,
sickness or disease, or death of any person other
than his employees;
.4 claims for damages insured by usual personal
injury liability coverage which are sustained (1)
by any person as a result of an offense directly or
indirectly related to the employment of such
person by the Contractor, or (2) by -any other
person; and
.5 claims for damages because of Injury to or de-
struction of tangible property, including loss of
use resulting therefrom.
11.1.2 The insurance required by Subparagraph 11.1.1
shall be written for not less than any limits of liability
specified in the Contract Documents, or required by law,
Whichever is greater, and shall include contractual liability
insurance as applicable to the Contractor's obligations
-under Paragraph 4.18.
11.1.3 Certificates of Insurance acceptable to the Owner
shall be filed with the Owner prior to commencement of
the Work. These Certificates shall contain a provision that
coverages afforded under the policies will not be can-
celled until at least fifteen days' prior written notice has
been. given to the Owner.
11.2 OWNER'S LIABILITY INSURANCE
11.2.1 The Owner shall be responsible for purchasing
and maintaining his own liability insurance and, at his
option,may purchase and maintain such insurance as will
protect him against claims which may arise from opera*
tions under the Contract.
11.3 PROPERTY INSURANCE
11.3.1 Unless otherwise provided, the Owner shall pur-
chase and maintain property insurance upon the entire
Work at the site to the full insurable value thereof. This
insurance shall include the interests of the Owner, the
Contractor, Subcontractors and Sub-subcontractors in the
Work and shall insure against the perils of Fire, Extended
Coverage, Vandalism and Malicious Mischief.
11.3.2 The Owner shall purchase and maintain such
steam boiler and machinery insurance as may be required
by the Contract Documents or by law. This insurance
shall include the interests of the Owner, the Contractor.
Subcontractors and Sub-subcontractors in the Work.
11.3.3 Any insured loss is to be adjusted with the Owner
and made payable to the Owner as trustee for the in-
sureds, as their interests may appear, subject to the. e-
quirements of any applicable mortgagee clause and of
Subparagraph 11.3.8.
t
MA DOCUMENT AgM GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION TWELFTH EDITION APRIL 1WO ED.
AWM WO0 THE AMERICAN INSnTITE OF ARCHITECTS, 73 NEW YORK WVNUE, N.W., WASHINGTON, D.C. m000
. F #I *
* 11.3.4 The Owner shall file a copy oTall policies with
the Contractor before an exposure to loss may occur. If
the Owner does not intend to purchase such insurance.
.he shall inform the Contractor in writing prior to com-
mencement of the Work. The Contractor may then effect
insurance which will protect the interests of himself, his
Subcontractors and the Sub.subcontractors in the Work,
and by appropriate Change Order the cost thereof shall
be charged to the Owner. If the Contractor is damaged by
failure of the Owner to purchase or maintain such insur-
ance and so to notify the Contractor, then the Owner
shall bear all reasonable costs properly attributable
thereto.
11.3.5 If the Contractor requests in writing that insur-
ance for special hazards be included in the property insur-
ance policy, the Owner shall, if possible, include such
insurance, and the cost thereof shall be charged to the
Contractor by appropriate Change Order.
11.3.6 The Owner and Contractor waive all rights.against
each other for damages caused by fire or other perils to
. the extent covered by insurance provided under this Para-
graph 11.3, except such rights as they may have to the
proceeds of such insurance held by the Owner as trustee.
The Contractor shall require similar waivers by Subcon-
tractors and Sub-subcontractors in accordance with
Clause 5.3.1.5.
11.3.7 If required in writing by any party in interest, the
Owner as trustee shall, upon the occurrence of an insured
loss, give bond for the proper performance of his duties.
He shall deposit in a separate account any money so re-
ceived, and he shall distribute it in accordance with such
agreement as the parties in interest may reach, or in ac-
cordance with an award by arbitration in which case the
procedure shall be as provided in Paragraph 7.10. If after
such loss no other special agreement is made, replace-
ment of damaged work shall be covered by an appro-
priate Ch4nge Order.
11.3.8 The Owner as trustee shall have power to adjust
and settle any loss with the insurers unless one of the
parties in interest shall object in writing within five days
after the occurrence of loss to the Owner's exercise of
this power, and if such objection be made, arbitrators
shall be chosen as provided in Paragraph 7.10. The Owner
as trustee shall, in that case, make settlement with the
insurers in accordance with the directions of such arbi-
trators. If distribution of the *insurance proceeds by
arbitration is required, the arbitrators will direct such
distribution.
11.4 LOSS OF USE INSURANCE
11.4.1 The Owner, at his option, may purchase and
maintain such insurance as will insure him against loss of
use of his property due to fire or other hazards, however
caused.
ARTICLE 12
CHANGES IN THE WORK
12.1 CHANGE ORDERS
12.1.1 The Owner, without invalidating the Contract,
may order Changes in the Work within the general scope
of the Contract consistinWf additions, deletions or other
revisions, the Contract Sum and the Contract Time being
adjusted accordingly. All such Changes in the Work shall*
be authorized by Change Order, and shall be executed
under the applicable conditions of the Contract Docu-
ments.
12.1.2 A Change Order Is a written order to the Con-
tractor signed by the Owner and the Architect, issued
after the execution of the Contract, authorizing a Change
in the Work or an adjustment in the Contract Sum or the
Contract Time. Alternatively, the Change Order may be
signed by the Architect alone, provided he has written
authority from the Owner for such procedure and that a
copy of such written authority is furnished to the Con-
tractor upon request A Change Order may also be signed
by the Contractor if he agrees to the adjustment in the
Contract Sum or the Contract Time. The Contract Sum
and the Contract Time may be changed only by Change
Order.
12.1.3 The cost or credit to the Owner resulting from a
Change in the Work shall be determined in one or more
of the following ways:
.1 by mutual acceptance of a lump sum properly
itemized;
.2 by unit prices stated in the Contract Documents
or subsequently agreed upon; or
.3 by cost and a mutually acceptable fixed or per-
centage fee.
12.1.4 If none of the methods set forth in Subparagraph
12.1.3 is agreed upon, the Contractor, provided he re-
ceives a Change Order, shall promptly proceed with the
Work involved. The cost of such Work shall then be. de-
termined by the Architect on the basis of the Contractor's
reasonable expenditures and savings, including, in the
case of an increase in the Contract Sum, a reasonable
allowance for overhead and profit. In such case, and also
under Clause 12.1.3.3 above, the Contractor shall keep
and present, in such form as the Architect may prescribe,
an itemized accounting together with appropriate sup-
porting data. Pending final determination of cost to the
Owner, payments on account shall be made on the
Architect's Certificate for Payment. The amount of credit
to be allowed by the Contractor to the Owner for any
deletion or change which results in a net decrease in cost
will be the amount of the actual net decrease as con-
firmed by the Architect. When both additions and credits
are involved in any one change, the allowance for over-
head and profit shall be figured on the basis of net in-
crease, if any.
12.1.5 If unit prices are stated in the Contract Docu-
ments or subsequently agreed upon, and if the quantities
originally contemplated are so changed in a proposed
Change Order that application of the agreed unit prices
to the quantities of Work proposed will create a hard-
ship on the Owner or the Contractor, the applicable unit
prices shall be equitably adjusted to prevent such hard-
ship.
12.1.6 Should concealed conditions encountered in the
performance of the Work below the surface of the ground
be at variance with the conditions indicated by the Con-
tract Documents or should unknown physical conditions
below the surface of the ground of an unusual nature,
MAA DOCUMENT AMS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION TWELFTH EDITION APRIL 190 OD.
"AIA &* IP THE AMERICAN INSTITUTE OF ARCHITCTS, 1M NEW YORK AVENUE. N.W., WASHINGTON, D.C. o00
F- 21
differing materially from those ordinarily encountered and
generally recognized as inherent in work of the character
provided for in this Contract, be encountered, the Con-
tract Sum shall be equitably adjusted by Change Order
upon claim by either party made within twenty days
after the first observance of the conditions.
.12.1.7 If the Contractor claims that additional cost is
involved because of (1) any written interpretation issued
pursuant to Subparagraph 1.2.5, (2) any order by the
Owner to stop the Work pursuant to Paragraph 3.3 where
the Contractor was not at fault, or (3) any written order
for a minor change in the Work issued pursuant to Para-
graph 12.3, the Contractor shall make such claim as pro-
vided in Paragraph 12.2.
12.2 CLAIMS FOR ADDITIONAL COST
12.2.1 If the Contractor. wishes to make a claim for an
increase in the Contract Sum, he shall give the Architect
written notice thereof within twenty days after the occur-
rence of the event giving rise to such claim. This notice
shall be given by the Contractor before proceeding to exe-
cute the Work, except in an emergency endangering life
or property in which case the Contractor shall proceed in
accordance with Subparagraph 10.3.1. No such claim shall
be valid unless so made. If the Owner and the Contractor
cannot agree on the amount of the adjustment in the
Contract Sum, it shall be determined by the Architect.
Any change in the Contract Sum resulting from such
claim shall be authorized by Change Order.
12.3 MINOR CHANGES IN THE WORK
12.3.1 The Architect shall have authority to order minor
changes in the Work not involving an adjustment in the
Contract Sum or an extension of the Contract Time and
not inconsistent with the intent of the Contract Docu-
ments. Such changes may be effected by Field Order or
by other written order. Such changes shall be binding on
the Owner and the Contractor.
12.4 FIELD ORDERS
12.4.1 The Architect may issue written Field Orders
which interpret the Contract Documents in accordance
with Subparagraph 1.2.5 or which order minor changes
in the Work in accordance with Paragraph 12.3 without
change in Contract Sum or Contract Time. The Contractor
shall carry out such Field Orders promptly.
ARTICLE 13
UNCOVERING AND CORRECTION OF WORK
13,1 UNCOVERING OF WORK
13.1.1 If any Work should be covered contrary to the re-
quest of the Architect, it must, if required by the Archi-
tect, be uncovered for his observation and replaced, *at
the Contractor's expense.
13.1.2 If any other Work has been covered which the
Architect has not specifically requested to observe prior
to being covered, the Architect may request to see such
Work and It shall be uncovered by the Contractor. If
such Work be found in accordance with the Contract
Documents, the cost of uncovering and replacement
.shall, by appropriate-'hange Order, be charged to the
Owner. If such Work be found not in accordance with
the Contract Documents, the Contractor shall pay such
costs unless it be found that this condition was caused
by a separate contractor employed as provided in Article
6, and in that event the Owner shall be responsible for
the payment of such costs.
13.2 CORRECTION OF WORK
13.2.1 The Contractor shall promptly correct all Work
rejected by the Architect as defective or as failing to con-
form to the Contract Documents whether observed
before or after Substantial Completion and whether or
*not fabricated, installed or completed. The Contractor
shall bear all cost of correcting such rejected Work, in-
cluding the cost of the Architect's additional services
thereby-made necessary.
13.2.2 If, within one year after the Date of Substantial
Completion or within such longer period of time as may
be prescribed by law or by the terms of any applicable
special guarantee required by the Contract Documents,
any of the Work is found to be defective or not in ac-
cordance with the Contract Documents, the Contractor
shall correct it promptly after receipt of a written notice
from the Owner to do so unless the Owner has pre-
yiously given the Contractor a written acceptance of such
condition. The Owner shall give such notice promptly
after discovery of the condition.
13.2.3 All such defective or non-conforming Work under
Subparagraphs 13.2.1 and 13.2.2 shall be removed from
the site if necessary, and the Work shall be corrected to
comply with the Contract Documents without cost to
the Owner.
13.2.4 The Contractor shall bear the cost of making
good all work of separate contractors destroyed or dam-
aged by such removal or correction.
'13.2.5 If the Contractor does not remove such defective
or non-conforming Work within a reasonable time fixed
by written notice from the Architect, the Owner may
remove it and may store the materials or equipment at
the expense of the Contractor. If the Contractor does not
pay the cost of such removal and storage within ten days
thereafter, the Owner may upon ten additional days'
written notice sell such Work at auction or at private sale
and shall account for the net proceeds thereof, after
deducting all the costs that should have been borne by
the Contractor including compensation for additional
architectural services. If such proceeds of sale do not
cover all costs which the Contractor should have borne,
the difference shall be charged to the Contractor and an
appropriate Change Order shall be issued. If the pay-
ments then or thereafter due the Contractor are not suf-
ficient to cover such amount, the Contractor shall pay the
difference to the Owner.
13.2.6 If the Contractor fails to correct such defective
or non-conforming Work, the Owner may correct it in
accordance with Paragraph 3.4.
13.3 ACCEPTANCE OF DEFECTIVE
OR NON-CONFORMING WORK
133.1 If the Owner prefers to accept defective or non-
conforming Work, he may do so instead of requiring its
AU DOCUMENT AM GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION* TWELFTH EDITION APRIL 1970 ED.
AIA* *0 WeO THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 -22
removal cand correction, in which cli a Change, Order
will be issued to reflect an appropriate reduction in the.
Contract Sum, or, if the amount is determined after final
payment, it.shall be paid by the Contractor.
ARTICLE 14
TERMINATION OF THE CONTRACT
14.1 TERMINATION BY THE CONTRACTOR
14.1.1 If the Work is stopped for a period of thirty
days under an order of any court or other public authority
having jurisdiction, or as a result of an act of government,
such as a declaration of a national emergency making
materials unavailable, through no act or fault of the Con-
tractor or a Subcontractor or their agents or employees
or any other-persons performing any of the Work under
a contract with the Contractor, or if the Work should be
stopped for a period of thirty days by the Contractor for
the Architect's failure to issue a Certificate for Payment as
provided in Paragraph 9.6 or for the Owner's failure to
make payment thereon as provided in Paragraph 9.6,
then the Contractor may, upon seven days' written notice
to the Owner and the Architect, terminate the Contract
and recover from the Owner payment for all Work exe-
cuted and for any proven loss sustained upon any ma-
terials, equipment, tools, construction equipment and
machinrry. including reasonable profit and damage
14.2 TERMINATION IMHE OWNER
14.2.1 If the Contractor is adjudged a bankrupt, or if he
makes a general assignment for the benefit of his credi-
tors, or if a receiver is appointed on account of his in-
solvency, or if he persistently or repeatedly refuses or.
fails, except in cases for which extension of time is pro-
vided, to supply enough properly skilled workmen or
proper materials, or if he fails to make prompt payment
to Subcontractors or for materials or labor, or persistently
disregards laws, ordinances, rules, regulations or orders
of any public authority having jurisdiction, or otherwise
is guilty of a substantial violation of a provision of the
Contract Documents, then the Owner, upon certification
by the Architect that sufficient cause exists to justify such
action, may, without prejudice to any right or remedy
and after giving the Contractor and his surety, if any,
seven days' written notice, terminate the employment of
the Contractor and take possession of the site and of
all materials, equipment, tools, construction equipment
and machinery thereon owned by the Contractor and may
finish the Work by whatever method he may deem ex-
pedient. In such case the Contractor shall not be entitled
to receive any further payment until the Work is finished.
14.2.2 If the unpaid balance of the Contract Sum ex-
ceeds the costs of finishing the Work, including com-
pensation for the Architect's additional services, such
excess shall be paid to the Contractor. If such costs ex-
ceed such unpaid balance, the Contractor shall pay the
difference to the Owner. The costs incurred by the Owner
as herein provided shall be certified by the Architect.
AIA DOCUUME AMl GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION TWEUFTH EDITION APRIL 1970 ED.
' AIA4 19O 0 THE AMERICAN INSTITUTE OF ARCHITECTS, 17S NEW YORK AVWNU4, N.W., WASHINGTON, D.C. 20006
THE AMICAN INSTITUTE OF AR ITECTS
AIA Document A2011SC
Federal Edition
Supplementary Conditions of the Contract
for Construction
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH
AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION
TABLE OF ARTICLES
15. MODIFICATIONS OF THE GENERAL CONDITIONS
.1 Modification of Paragraph 1.1, Definitions
.2 Modification of Paragraph 4.8, Cash Allowances
.3 Modification of Paragraph.5.1, Definitions
.4 Modification of Paragraph 5.2, Award of Subcontracts and other Contracts for Portions of the Work
.5 Modification of Paragraph 7.5, Performance Bond and'Labor and Material Payment Bond
.6 Modification of Paragraph 11.1, Contractor's Liability Insurance
.7 Modification of Paragraph 11.3, Property Insurance
16. ADDITIONAL CONDITIONS
.1 Substitution of Materials and Equipment
.2 Federal Inspection
.3 Lands and Rights-of-Way
.4 Equal Opportunity
.5 Certification of Nonsegregated Facilities
.6 Prevailing Wages
.7 Contract Work Hours and Safety Standards Act Overtime Compensation and Safety Standards -
.8 Apprentices and Trainees
.9 Payrolls and Basic Records
.10 Compliance with Copeland Regulations
.11 Withholding of Funds
.12 Subcontracts
.13 Contract Termination Debarment
.14 Use and Occupancy of Project Prior to Acceptance by the Owner
.15 Enumeration of the Drawings, the Specifications and Addenda
This document may be used for U.S. Department of- Health, Education, and Welfare
Federally Assisted Construction Projects.
AA DOCUMENTS AIlsC SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR CONSTRUCTION FEDERAL EDITION *
AIA AUGUST 1972 EDITION THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D. C. X-0P4
SUPPLEMENTARY CON1IONS OF THE CONTRACT FOR INSTRUCTION
ARTICLE 15
MODIFICATIONS OF THE GENERAL CONDITIONS
15,1 MODIFICATION OF PARAGRAPH 1.1,
DEFINITIONS
151.1 Revise the first sentence of Subparagraph 1.1.1
srset forth below:
The Contract Documents consist of the Agreement,
the Conditions of the Contract (General, Supplemen-
tary and other Conditions), Performance Bond, Labor
and Material Payment Bond, the Drawings, the Spec- .
ifications, all Addenda issued prior to execution of
the Contract, and all ModificatioAs thereto.
15.2 MODIFICATION OF PARAGRAPH 4.8,
CASH ALLOWANCES
15.2.1 Substitute the following for Subparagraph 4.8.1
as set forth below:
4.8.1 The Contractor shall include in his proposal
the cash allowances stated in the Specifications.
These stated allowances represent the net cost esti-
mate of the materials and equipment delivered and
unloaded at the site, and all applicable taxes. The
Contractor's handling costs on the site, labor, instal-
lation costs, overhead, profit and other expenses
contemplated for .the cash allowance material and
equipment shall be included in the Contract Sum
since they are not included in the cash allowance
estimates. The Contractor shall purchase the -cash al-
lowance materials and equipment as directed by the
Architect on the basis of the lowest responsive bid
of at least three competitive bids. If the actual cost
of the materials and equipment delivered and un-
loaded at the site and all applicable taxes is more or
less than the cash allowance estimates, the Con-
tract Sum will be adjusted accordingly .by Change
Order.
15.3 MODIFICATION OF PARAGRAPH 5.1,
DEFINITIONS
15.3.1 Add Subparagraph 5.1.4 as set forth below:
5.1.4 The Contractor may utilize the services of
only those Subcontractors who have not been dis-
qualified under existing Federal laws and regula-
tions from participating in Federally assisted con-
struction projects.
15.4 MODIFICATION OF PARAGRAPH 5.2, AWARD
OF SUBCONTRACTS AND OTHER CONTRACTS
FOR PORTIONS OF THE WORK
1A4.1 Substitute the following for Subparagraph 5.2.1
aet forth below:
5.2.1 Unless otherwise specified in the Contract
Documents or inr the Instructions to Bidders, the
Contractor, as soon as practicable after the award
of the Contract, shall furnish to the Architect in
writing for acceptance by the Owner and the Ar-
chitect a list of the names of the Subcontractors
proposed for pil portions of the Work. The Archi-
tect shall promptly notify the Contractor in writing
if either the Owner or the Architect, after due in-
vestigation, has reasonable objection to any Sub.
contractor on such list and does not accept him.
Failure of the Owner or Architect to make objec-
tion promptly to any Subcontractor on the list shall
constitute acceptance of such Subcontractor.
15.5 MODIFICATION OF PARAGRAPH 7.5,
PERFORMANCE BOND AND LABOR AND
MATERIAL PAYMENT BOND
15.5.1 Substitute the following for Subparagraph 7.5.1
as set forth below:
7.5.1 The Contractor shall furnish a Performance
Bond in an amount equal to one hundred percent
(100%) of the Contract Sum as security for the
faithful performance of this Contract and also a
Labor and Material Payment Bond in an amount
*not less than one hundred percent (100%) of the
Contract Sum or in a penal sum not less than that
prescribed by State, Territorial or local law, as se-
curity for the payment of all persons performing
labor on the Project under this Contract and fur-
nishing materials in connection with this Contract.
'The Performance Bond and the Labor and Material
Payment Bond may be in one or in separate instru-
* ments in accordance with local law and -shall be
delivered to the Owner not later than the date of
execution of the Contract.
15.6 MODIFICATION OF PARAGRAPH 11.1,
CONTRACTOR'S LIABILITY INSURANCE
15.6.1 Add the following Subparagraph 11.1.4 at the end
of Paragraph 11.1, Contractor's Liability Insurance:
11.1.4 The Contractor's Comprehensive General
Liability Insurance and Automobile Liability Insur-
ance required by Subparagraph 11.1.1 shall be in an
amount not less than (Ree RA TiMtrientif on to
Contrntor-s Secfti on R) dollars
($ ) for injuries, including
accidental death, to any one person and subject to
the same limit for each person, and in an amount
not less than (See Instructions to Con-
tractors Section E) dollars
($ ) on account of one
occurrence. The Contractor's Property Damage
Liability Insurance shall be in an amount not less
than (See Instructions to Contractors
Section E) dollars
($ ). The Contractor shall
either (1) require each of his Subcontractors to pro-
cure and to maintain during the life of his Sub-
AIA DOCUMENTS AMIISC SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR CONSTRUCTION FEDERAL EDITION *"
AIA* AUGUT 12 EmON THE AMERICAN INSTITUTE OF ARCMTCTS, 1735 NEW YORK AVE., N.W., WASHINGTON, C. 200
F-t2
7
contract, Subcontractors' Co" hensive General
Liability, Automobile Liability, W Property Damage
Liability Insurance of the type and in the same
amounts as specified In this Subparagraph, or (2).
insure the activity of his Subcontractors in his own..
policy. The Contractor's and his Subcontractors' lia*
Sbilty insurance shall Include adequate protection
against the following special hazards: .
None
(nst above special hazards, iI anyJ
15.7 MODIFICATION OF PARAGRAPH 113,
PROPERTY INSURANCE
15.7.1 Revise the first sentence of Subparagraph 11.3.1
as set forth below:
113.1 Until the Work is completed and accepted
by the Owner, the -Contractor shall
purchase and maintain property insurance upon the
entire Work at the site to the full insurable value
thereof.
*(Th Owner, at his opion, munt In at eifhr 'Owns' or 'Contrcto).
ARTICLE 16
ADDITIONAL CONDITIONS
16.1 SUBSTITUTION OF MATERIALS AND EQUIPMENT
16.1.1 Whenever a material, article or piece of equip-
ment is identified on the Drawings or in the Specifica-
tions by reference to manufacturers' or vendors' names,
trade names, catalog nurpbers, or the like, it is so identi-
fled for the purpose of establishing a standard, and any
material, article, or piece of equipment of other manu-
facturers or vendors which will perform adequately the
duties imposed by the general design will be considered
equally acceptable provided the material, article, or piece
of equipment so proposed is, in the opinion of the Archi-
tect, of equal substance, appearance and function. It
shall not be purchased or installed by the Contractor
without the Architect's written approval.
16.2 FEDERAL INSPECTION
16,2.1 The authorized representatives and agents of the
Federal Government shall be permitted to inspect all
Work, materials, payrolls, records of personnel, invoices
of materials, and other relevant data and records.
16.3 LANDS AND@jHTS-OF-WAY
16.3.1 Prior to the start of construction, the Owner shall
obtain .all lands and rights-of-wiy necessary for'the exe-
cution and completion of Work to be performed under
this Contract.
16.4 EQUAL OPPORTUNITY
164.1 During the performance of this Contract the
Contractor agrees as follows:
.1 The Contractor will not discriminate against any
employee or applicant for employment because
of race, religion, color, sex or national origin.
The Contractor will take affirmative action to
insure that applicants are employed and that
employees are treated during employment with-
out regard to their race, religion, color, sex or.
national origin. Such action shall include, but
notbe limited to, the following: employment,
upgrading, demotion or transfer; recruitment or
recruitment advertising; layoff or termination;
rates of pay or other forms of compensation; and
selection for training, including apprenticeship.
The Contractor agrees to post in conspicuous
places, available to employees and applicants
for employment, notices to be provided by an
appropriate agency of the Federal Government
setting forth the requirements of this Equal Op-
portunity clause.
.2 The Contractor will, in all solicitations or adver-
tisements for employees placed by or on behalf
of the Contractor, state that all qualified appli-
cants will receive consideration for employment
without regard to race, religion, color, sex or
national origin.
.3 The Contractor will send to each labor union or
representative of workers with which he has a
collective bargaining agreement or other contract
or understanding a notice to be provided by the
Owner, advising the labor union or workers' rep-
resentative of the Contractor's commitments un-
der Section 202 of Executive Order No. 11246 of
. .September 24, 1965, and shall post copies of the
notice in conspicuous places available to em-
ployees and applicants for employment.
.4 The Contractor will comply with all provisions of
Executive Order No. 11246 of September 24,
1965, and of the rules, regulations and relevant
orders of the Secretary of Labor.
J.5 The Contractor will furnish all information and
reports required by Executive Order No. 11246
of September 24, 1965, and by the rules, regula-
tions and orders of the Secretary of Labor, or
pursuant thereto, and will permit access to his
books, records, and accounts by an appropriate
agency of the Federal Government and by the
Secretary of Labor for purposes of investigation
to ascertain compliance with such rules, regula-
tions and orders.
MA DOCUMENTS A2II/SC SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR CONSTRUCTION FEDERAL EDITION *
AA AUGUST 1972 EDITION THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, 0. C. 20006
I 11-26
In the event of the Contractor's noncompliance
with the Equal Opportunity conditions of this
Contract or with any of such rules, regulations
or orders, this Contract may be cancelled, ter-
minated or suspended in whole or in part, and
the Contractor may be declared ineligible for
further Government contracts or Federally as-
sisted construction contracts, in accordance with
procedures authorized in Executive Order No.
11246 of September 24, 1965, and such other
sanctions may be imposed and remedies invoked
as provided in said Executive Order, or by rule,
regulation or order of the Secretary of Labor, or
as provided by law.
V The Contractor will include all of Clauses 16.4.1.1
through 16.4.1.7 inclusive in every Subcontract.
or purchase order unless exempted by rules,
regulations or orders of the .Secretary of Labor
issued pursuant to Section 204 of Executive Order
No. 11246 of September 24, 1965, so that such
provisions will be binding upon each Subcon-
tractor or vendor. The Contractor will take such
action with respect to any Subcontract or pur-
chase order as the appropriate agency of the
Federal Government may direct as a means of
'enforcing such provisions, including sanctions for
non-compliance: provided, however, that in the
event the Contractor becomes involved in, or is
threatened with, litigation with a Subcontractor"
or vendor as a result of such direction by the
appropriate agency of the Federal Government,
the Contractor may request the United States to
enter into such litigation to protect the interests
of the United States.
16.4.2 Exemptions to the above Equal Opportunity con-
ditions are Contracts and Subcontracts not exceeding
$10,000, and Contracts and Subcontracts under which
Work is performed outside the United States where no
recruitment of workers within the United States is in-
volved.
16.4.3. Unless otherwise provided, the above Equal Op-
portunity provisions are not required to be inserted in
Sub-subcontracts except for Sub-subcontracts involving
the performance of construction Work at the site of
construction, in which case the provisions must be in-.
serted in all such Sub-subcontracts.
16.5 CERTIFICATION OF NONSEGREGATED FACILI-
TIES- (Applicable to Contracts and Subcontracts
exceeding $10,000 which are not exempt from the
provisions of Paragraph 16.4 "Equal. Opportunity"
of this Article 16.)
16.5.1 By entering into an agreement related to the
Work described in the Contract Documents the Con-
tractor or Subcontractor certifies that he does not main-
tain or provide for his employees any segregated facilities
' at any of his establishments, and that he does not permit
his employees to perform their services at any location
under his control where segregated facilities are main-
tained. The Contractor or Subcontractor further certifies
that he will not maintain or provide for his employees
any segregated facilities at any of his establishments and
that he will not permit his employees to perform. their
services at any location under his control where segre-
gated facilities are maintained. The Contractor or Sub-
contractor agrees that a breach of this certification is a
violation of Paragraph 16.4 "Equal Opportunity". As used
herein, the term "segregated facilities" means any wait-
ing 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 em-
ployees on the basis of race, creed, color, or national
origin, because of habit, local custom, or otherwise. The
Contractor further agrees that (except where he has
obtained identical certifications from proposed Subcon-
tractors for specific time periods) he will obtain identical
certifications from proposed Subcontractors prior to the
award of Subcontracts exceeding $10,000 which are not
exempt from the provisions of Paragraph 16.4 "Equal
Opportunity"; that he will retain such certifications in
his files; and that he will forward the following notice
* to such proposed Subcontractors (except where the pro-
. posed Subcontractors have submitted identical certifica-
tions for specific time periods):
"NOTICE TO PROSPECTIVE SUBCONTRACTORS
OF REQUIREMENT FOR CERTIFICATIONS Oi0
NONSEGREGATED FACILITIES"
A Certification of Nonsegregated Facilities, as re-
quired by the May 9, 1967, order (32 Federal Register
7439, May 19, 1967) on Elimination of Segregated
Facilities, by the Secretary of Labor, must be sub-
mitted prior to the award of a Subcontract exceeding
$10,000 which is not exempt from the provisions of
Paragraph 16.4 "Equal Opportunity". The Certifica-
tion may be submitted either for each Subcontract or
for all Subcontracts during a period, i.e., quarterly,
semiannually or annually.
16.5.2 The penalty for making false statements in Certi-.
fications required by Subparagraph 16.S.1 is prescribed
in 18 USC 1001.
16.6 PREVAILING WAGES
16.6.1 All mechanics and laborers, including apprentices
and trainees, employed or working directly upon the site
of the Work shall be paid unconditionally, and not less
often than once a week, and without subsequent deduc-
tion or rebate on any account [except such payroll de-
ductions as are permitted by the Copeland Regulations
(29 Code of Federal Regulations, Part 3)], the full
amounts due at time of payment computed at wage rates
not less than the aggregate of the basic hourly rates and
the rates of payments, contributions, or costs for any
fringe benefits contained in the wage determination deci-
sion of the Secretary of Labor which is attached hereto
and made a part hereof, regardless of any contractual re-
lationship which may be alleged to exist between the
Contractor or Subcontractor and such laborers and 'me-
chanics, including apprentices and trainees, and the wage
- AA DOCUMENTS AVSC SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR CONSTRUCTION FEDERAL EDITION '
SAIA AUGUST 1972 EDITION THi AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006
F-27
determination decision shall be pii by.the Contrac-
tor at the site of the Work in a prlominent place where.
it can easily be seen by the workers.
16.6.2 The Contractor may discharge his obligation un-
der Subparagraph 16.6.1 to workers in any classification
for which. the wage determination decision contains:
.1 Only a basic hourly rate of pay, by making pay-
ment not less than such basic hourly rate, except
as otherwise provided in the Copeland Regula-.
tions (29 CFR, Part 3); or
I Both a basic hourly rate of pay and fringe benefit
payments, by making payment in cash, by irrev-
ocably making contributions pursuant to a fund,
plan or program for and/or by assuming an
enforceable commitment to bear the cost of
bona fide fringe benefits contemplated by the
Davis-Bacon Act, or by any combination thereof.
These fringe benefit payments can be discharged
only by making contributions to the same type
or types of fringe benefits listed in the applicable
determination. Contributions made; or costs as-
sumed, on other than a weekly basis shall be
considered as having been constructively made
or assumed during a weekly period to the extent
that they apply to such period. Where a fringe
benefit is expressed in a wage determination in
any manner other than as an hourly rate and the
Contractor pays a cash equivalent or provides an
alternative, fringe benefit, he shall furnish infor-
mation with his payrolls showing how he deter-
mined that the cost incurred to make the cash
payment or to provide the alternative fringe
benefit is equal to the cost of the wage determi-
nation fringe benefit. In the event of disagree-
ment between or among the interested parties
as to an equivalent of any fringe benefit, the
Owner shall submit the question together with
his recommendation through the appropriate
Federal agency to the Secretary of Labor for
final determination.
16.6.3 The assumption of an enforceable commitment to
bear the cost of fringe benefits listed in the wage deter-
mination decision forming a part of the Contract may be
considered as payment of wages only with the approval
of the Secretary of Labor pursuant to a written request
by the Contractor. The Secretary of Labor may require
the Contractor to set aside assets, in a separate account,
to meet his obligations under any unfunded plan or
program.
16.6.4 'The Owner shall require that any class of laborers
or mechanics, including.apprentices and trainees, which
is not listed in the wage determination and which is to
be employed under the Contract shall be classified or re-
classified conformably to the wage determination and a
report of the action taken shall be sent to the appropriate
Federal agency. If the interested parties cannot agree on
the proper classification or reclassification of a particular
class of laborers or mechanics, including apprentices and
trainees, to be used, the Owner shall submit the question
together with his r homendations through the appropri-
ate Federal agency To the Secretary of Labor for final
determination.
16.6.5 In the event it is found by the Owner that any
laborer or mechanic, including apprentices and trainees,
employed by the Contractor or any Subcontractor direct-
ly on the site of the Work has been or is being paid at a
rate of wages less than the rate of wages required by
Subparagraph 16.6.1, the Owner may (1) by written no-
tice to the prime Contractor terminate his right to pro-
ceed with the Work, or such part of the Work as to
which there has been a failure to pay said required
wages, and (2) prosecute the Work to completion by
Contract or otherwise, whereupon such Contractor and
his sureties shall be liable to the Owner for any excess
costs occasioned the Owner thereby.
16.7 CONTRACT WORK HOURS AND SAFETY STAND-'
ARDS ACT OVERTIME COMPENSATION AND
SAFETY STANDARDS
(40 United States Code 327-330)
16.7.1 The Contractor shall not require or permit any
laborer or mechanic, including apprentices and trainees,
in any work-week in which he is employed on any Work
4 under this Contract to work in excess of 8 hours in any
'calendar day or in excess of 40 hours in such work-week
on Work subject to the provisions of the Contract Work
Hours and Safety Standards Act unless such laborer or
mechanic, including apprentices and trainees, receives
compensation at a rate not less than one and one-half
times his basic rate of pay for all such hours worked in
excess of 8 hours in any calendar day or in excess of 40
hours in such work-week, whichever is the greater num-
ber of overtime hours. The "basic rate of pay" as used
in this provision shall be the amount paid per hour, ex-
clusive of the Contractor's contribution or cost for fringe
benefits, and any cash payment made in lieu of provid-
ing fringe benefits, or the basic hourly rate contained in
the wage determination, whichever is greater.
16.7.2 In the event of any violation of the provisions of
Subparagraph 16.7.1, the Contractor shall be liable to any
affected employee for any amounts due, and to the
United States for liquidated damages. Such liquidated
damages shall be computed with respect to each individ-
ual laborer or mechanic, including apprentices and train-
ees, employed in violation of the provisions' of Subpara-
graph 16.7.1 in the sum of $10 for each calendar day on
which. such employee was required or permitted to be
employed on such Work in excess of 8 hours or in ex-
cess of the standard work-week of 40 hours without pay-
ment of the overtime wages required by Subparagraph
16.7.1.
16.7.3 The Contractor shall not require or permit any
laborer or mechanic, including apprentices and trainees,
employed in the performance of this contract to work in
surroundings or under conditions which are unsanitary,.
hazardous, or dangerous to his health as determined un-
der construction safety and health standards promulgated
by the Secretary of Labor by regulation (29 CFR Part 1926,
36 FR 7340, April 17, 1971) pursuant to Section 107 of
the Contract Work Hours and Safety Standards Act.
.AMA DOCUMENTS -AMI/SC SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR CONSTRUCTION FEDERAL EDITION *
AIAR AUGUST 1972 EDITION THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006
6.' APPRENTICES AND TRAINEES
16.8.1 Apprentices will be permitteto work as such
only when they are registered, individually under a bona
fide apprenticeship program registered with a State ap-
prenticeship agency which is recognized by the Bureau .
of Apprenticeship and Training, U.S. Department of La-.
bor; or, if no such recognized agency exists In a State,
under a program registered with the Bureau of Appren-
ticeship and Training, U.S. Department of Labor. The
-allowable ratio of apprentices to journeymen in any craft
classification shall not be greater than the ratio permitted.
to the Contractor as to his entire work force under the
registered program. Any employee listed on a payroll at
an *apprentice wage rate who is not a trainee as defined
in Subparagraph 16.8.2 or is not registered as above, shall
be paid the wage rate determined by the Secretary of
Labor for the classification of Work he actually per-
formed. The Contractor or Subcontractor will be required
to furnish to the Owner written evidence of the registra-
tion of his program and apprentices as well as of the
appropriate ratios and wage rates for the area of con-
struction prior to using any apprentices on the Contract
Work.
16.8.2 Trainees will be permitted to work as such when.
*they are bona fide trainees employed pursuant to a pro-
gram approved by the U.S. Department of Labor, Man-
power Administration, Bureau of Apprenticeship and
Training and, where Subparagraph 16.8.3 is applicable, in
accordance with the provisions of Paragraph 16.8.
16.8.3 On contracts in excess of $10,000 the employ-
ment of all laborers and mechanics, including apprentices
and trainees, shall also be. subject to the provisions of
Paragraph 16.8.
16,8.4 The Contractor agrees:
.1 That he will make a diligent effort to hire for the
performance of the Contract, a -number of ap-
prentices or trainees, or both, in each occupation,
which bears to the average number of the jour-
neymen in that occupation to be employed in
the performance of the Contract the applicable
ratio as determined by the Secretary of Labor;
.2 That he will assure that 25 percent of such ap-
prentices or trainees in each occupation are in
their first-year of training, where feasible. Feasi-
bility here involves a consideration of (1) the
availability of training opportunities for first-year
apprentices; (2) the hazardous nature of the Work
for beginning workers; and (3) excessive unem-
ployment of apprentices in their second and sub-
sequent years of training.
.3 That during the performance of the Contract he
will, to the greatest extent possible, employ the
number of apprentices or trainees necessary to
meet currently the requirements of Subparagraph
16.8.4.1 and 16.8.4.2.
.4 To maintain records of employment by trade of
the number of apprentices and trainees, appren-
tices and trainees by first-year of training, and of
journeymen, ahd the wages paid and hours of
work of su ipprentices, trainees, and journiy-
men. The CMactor also agrees to -make these
records available for inspection upon request of
the Department of Labor and/or the Department
of Health, Education, and Welfare.
5 That if he claims compliance based on the crite-
rion in Subparagraph 16.8.5.1(2) to maintain rec.
ords of employment, as described in Subparagraph
16.8.4.4 during the performance of this Contract
,' in the same labor market area, and to make these
records available for inspection upon request of
the Department of Labor and the Department of
Health, Education, and Welfare.
:, .6 To supply one copy of the written notices required
in accordance with Subparagraph 16.8.5.1(3) at the
request of Federal agency compliance officers. The
S. Contractor also agrees to supply at 3-month Inter-
Svals during performance of the Contract and after
completion of contract performance, a statement
describing steps taken toward making a diligent ef-
fort and containing a breakdown by craft, of hours
worked and wages paid for first-year apprentices
and trainees, other apprentices and trainees and
journeymen. One copy of the statement will be
sent to the Department of Health, Education, and'
Welfare and one to the Secretary of Labor.
* .7
To insert in any Subcontract under this Contract
the requirements contained in Paragraph 16.8 in-
cluding the criteria for measuring diligent effort
contained in Subparagraph 16.8.5. The term "Con-
tractor" as used in such clauses in any Subcontract
shall mean the Subcontractor.
.8 That the provisions of Paragraph 16.8.4 shall not
apply with regard to any Contract if the Secretary
of Health, Education, and Welfare finds it likely
that making of the Contract with the clauses con-
tained in Paragraph 16.8.4 will prejudice the na-
tional security.
16.8.5 CRITERIA FOR MEASURING DIUGENT EFFORT
A Contractor will be deemed to have made a
"diligent effort" as required by Subparagraph
16.8.4 if during the performance of his Contract
he accomplishes at least one of the following
three objectives:
(1) The Contractor employs on this Project a
number of apprentices and trainees by craft
as required by the contract clauses at least
equal to the ratios established in accordance
with Subparagraph 16.8.6.
(2) The Contractor employs on all his public and
private construction work combined in the la-
bor market area of this Project, an average
number of apprentices and trainees by craft
as required by the contract clauses, at least
equal to the ratios established in accordance
with Subparagraph 16.8.6.
(3) .1 Before commencement of work on the
Project, the Contractor if covered by a
collective bargaining agreement will give
AIA DOCUMENTS A,1ISC SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR CONSTRUCTION FEDERAL EDITION *
AIAS AUGUST 1972 EDITION THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006
I
written notice to airjoint apprenticeship
committees; the local U.S. Employment
Security Office; local chapter of the Urban
; League, or other local organizations con-
cerned with minority employment; and
the Bureau of Apprenticeship and Train-.
Ing Representative, U.S. Department of
Labor, for the locality. The Contractor if
not covered by a collective bargaining
agreement will give written notice to all
the groups stated above except joint ap-
prenticeship committees; this Contractor
also will notify all non-joint apprentice-
ship sponsors in the labor market area.
.2 The notice will include at least the Con-
tractor's name and address,' the job site
address, value of contract, expected start-
ing and completion dates, the estimated
average number of employees in each
occupation to be employed over the dura-
tion, of the Contract, and a statement of
his willingness to employ, a number of
apprentices and trainees at least equal to
the ratios established in accordance with
Paragraph 16.8.6.
3 The Contractor must employ all qualified
applicants referred to him through normal
channels (such as the Employment Service,
the Joint Apprenticeship Committees and,
where applicable, minority organizations'
and apprentice outreach programs which
have been delegated this function) at least
up to the number of such apprentices
and trainees required by the applicable
provision of Subparagraph 16.8.6.
16.8.6 DETERMINATION OF RATIOS OF APPRENTICES
OR TRAINEES TO JOURNEYMEN
The Secretary of Labor has determined that the
applicable ratios of apprentices and trainees to
Journeymen in any occupation shall be as fol-
l. ows:
(1) In any occupation the applicable ratio of ap-
prentices and trainees to journeymen shall be
equal to the predominant ratio for the occu-
pation in the area where the construction is
to be undertaken, as set forth in collective
bargaining agreements, or other employment
agreements, and available through the Re-
gional Manager for the Bureau of Apprentice-
ship and Training for the applicable area.
(2) For any occupation for which no 'such ratio is
found, the ratio of apprentices and trainees
to journeymen shall be determined by the
the Contractor in accordance with the recom-
mendations set forth in the standards of the
National Joint Apprentice Committee for the
occupation, which are filed with the U.S. De-
apartment of Labor's Bureau of Apprenticeship
and Training.
(3) For any occupation for which no such recom-
mendations are found, the ratio of appren-
tices and trainees to journeymen shall be at
least one apprentice or trainee for every five
journeymen.
16.8.7 VARIATIONS, TOLERANCES, AND EXEMPTIONS
Variations, tolerances and exemptions from any
requirement of this part with respect to any Con-
tract or Subcontract may be granted when such
action is necessary and proper in the public in-
terest, or to prevent .injustice or undue hardship.
A request for a variation, tolerance, or exemption
may be made in writing by any Interested person
to the Department of Health, Education, and
Welfare.
16.8.8 ENFORCEMENT
.1 'The Department of Health, Education, and Wel-
fare shall insure that the contract clauses required
by Paragraph 16.8, are inserted in every Federally
assisted construction contract subject thereto. The
Department of Health, Education, and Welfare
shall also promulgate regulations and procedures
necessary to insure that contracts for the con-
struction work subject to Paragraph 16.8, will
contain the clauses required thereby.
.2 Enforcement activities, including the investiga-
tion of complaints of violations to assure com-
pliance with the requirements of this Paragraph,
shall be the primary duty of the Department of
Health, Education, and Welfare. The Department
of Labor will coordinate its efforts with the De-
partment of Health, Education, and Welfare as
may be necessary to assure consistent enforce-
ment of the requirements of this Paragraph.
16.9
PAYROLLS AND BASIC RECORDS
16.9.1 The Contractor shall maintain payrolls and basic
records relating thereto during the course of the Work
and shall preserve them for a period of three years there-
after for all laborers and mechanics, including appren-
tices and trainees, working at the site of the Work. Such
records shall contain the name and address of each em-
ployee, his correct classification, rate of pay (including
rates of contributions for, or costs assumed to provide,
fringe 'benefits), daily and weekly number of hours
worked, deductions made and actual wages paid. When-
ever the Contractor has obtained approval from the Sec-
retary of Labor as provided in Subparagraph 16.6.3, he
shall maintain records which show the commitment, its
approval, written communication of the plan or program
to the laborers or mechanics, including apprentices and
trainees, affected, and the costs anticipated or incurred
under the plan or program.
16.9.2 The Contractor shall submit weekly a copy of all
payrolls to the Owner. The prime Contractor shall be
responsible for the submission of copies of payrolls of all
Subcontractors. Each such copy shall be accompanied by
a statement signed by the Contractor indicating that the
AIA DOCUMENTS A2HSC SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR CONSTRUCTION FEDERAL EDITION *
AW* AUGUST 132 EDITION THE AMERICAN INSTITUTE OF ARCHITECTS, 175 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006
payrolls are correct and complete, tmf the wage rates
contained, therein are not less than those determined by
the Secretary of Labor, and thai'the classifications set forth
for each laborer or mechanic, including apprentices and
trainees, conform with the Work he performed. Submis-
sion of the "Weekly Statement of Compliance" required.
under this Contract and the Copeland Regulations of the
Secretary of Labor (29 CFR, Part 3) shall satisfy the re-
quirement for submission of the above statement, The
Contractor shall submit also a copy of any approval by
-the Secretary of Labor with respect to fringe benefits
which is required by Subparagraph .16.6.3.
16.9.3 The Contractor shall make the records required
under Subparagraphs 16.9.1 and 16.9.2 available for in-
spection by authorized representatives of the Owner,
the State, the appropriate Federal agency and the U.S.
Department of Labor, and shall permit such representa-
tives to interview employees during working hours on
-the job.
16.10 COMPLIANCE WITH COPELAND REGULATIONS
16.10.1 The Contractor shall comply with the Copeland
Regulations of the Secretary of Labor (29 CFR, Part 3)
which are incorporated herein by reference. In addition,
the Weekly Statement of Compliance required by these
Regulations shall also contain a statement that the fringe
benefits paid are equal to or greater than those set forth
in the minimum wage decision.
16.11 WITHHOLDING OF FUNDS
16.11.1 The Owner may withhold or cause to be with-
held from the prime Contractor so much of the accrued
payments or advances as may be considered, necessary
(1) to pay the laborers and mechanics, including appren-
tices and trainees, employed by the Contractor or any .
Subcontractor on the Work the full amount of wages re-'
quired by the Contract, and (2) to satisfy any liability of
any Contractor for liquidated damages under Paragraph
16.7 hereof entitled "Contract Work Hours and Safety
Standards Act-Overtime Compensation and Safety
Standards (40 USC 327-330)".
16.11.2 If the Contractor or any Subcontractor fails to
pay any laborer or mechanic, including apprentices and
trainees, employed or working on the site of the Work,
. all or part of the wages required by the Contract, the
Owner may, after written notice to the prime Contractor,
take such action as may be necessary to cause suspen-
sion of any further payments or advances until such
violations have ceased.
16.12 SUBCONTRACTS
16.12.1 The Contractor will insert in all Subcontracts
Paragraphs 16.6 through 16.12 inclusive, respectively en-
titled "Prevailing Wages", "Contract Work Hours and
Safety Standards Act Overtime Compensation and
Safety Standards- (40 USC 327-330)", "Apprentices and
Trainees", "Payrolls and Basic Records", "Compliance
with Copeland Regulations", "Withholding of Funds",
"Subcontracts" and "Contract Termination Debar-
ment", and shall further require all Subcontrdctors to in-
corporate physically 1ftse same Paragraphs in all Sub-
subcontracts.
16.12.2 The term "Contractor" as used in such Para-,
graphs in any Subcontract shall be deemed to refer to the
Subcontractor except when the phrase "prime Contrac-
tor" is used.
16.13 CONTRACT TERMINATION DEBARMENT
16.13.1 A breach of Paragraphs 16.6 through 16.12 in-
clusive, respectively entitled "Prevailing Wages", "Con-
tract Work Hours and Safety Standards Act -Overtime
Compensation and Safety Standards (40 USC 327-330)",
"Apprentices and Trainees", "Payrolls and Basic Records",
"Compliance with Copeland Regulations", "Withholding
of Funds" and "Subcontracts", may be grounds for ter-
mination of tbe Contract and for debarment as provided
in 29 CFR 5.6.
16.14 'USE AND OCCUPANCY OF PROJECT PRIOR TO
ACCEPTANCE BY THE OWNER
16.14.1 The Contractor agrees to use and occupancy of
a portion or unit of the Project before formal accept-.
ance by the Owner under the following conditions:
*1 A Certificate of Substantial Completion shall be
.-. prepared and executed as provided in Subpara-
graph 9.7.1 of the accompanying General Condi-
tions of the Contract for Construction, except
that when, in the opinion of the Architect, the
Contractor is chargeable with unwarranted delay
in completing Work or other Contract require-
ments the signature of the Contractor will not be
required. The Certificate of Substantial Comple-
tion shall be accompanied by a written endorse-.
ment of the Contractor's insurance carrier and
surety permitting occupancy by the Owner dur-
ing the remaining period of Project Work.
.2 Occupancy by the Owner shall not be construed
by the Contractor as being an acceptance of that
part of the Project to be occupied.
.3 The Contractor shall not be held responsible for
any damage to the occupied part of the Project
resulting from the Owner's occupancy.
.4 Occupancy by the Owner shall not be deemed to
constitute a waiver of existing claims in behalf
of the Owner or Contractor against each other.
.5 If the Project consists of more than one building,
and one of the buildings is to be occupied, the
Owner, prior to occupancy of the building, shall
secure permanent property insurance on the
building to be occupied and necessary permits
which may be required for use and occupancy.
16.14.2 With the exception of Clause 16.14.1.5, use and
occupancy by the Owner prior to Project acceptance does
not relieve the Contractor of his responsibility to main-
tain all insurance .and bonds required of the Contractor *
under the Contract until the Project is completed and
accepted by the Owner.
AIA DOCUMENTS AMS=C SUPFFEMENTARY CONDITIONS OF THE CONTRACT FOR CONSTRUCTION FEDERAL EDITION *
AIAP AUGUST 1972 EDITION THE AMERICAN INSTITUTE OF ARCHITECTS .1735 NEW YORK AVE., N.W., WASHINGTON, D. C. 20006
SECTION G
SUPPLEMENTARY GENERAL CONDITIONS
*G-1 CHANGES IN THE WORK
Changes in the work are fully described by Article 12 of
the A.I.A. General Conditions except that no maximum
percentages of overhead and profit which may be added
by the Contractor to actual costs of such changes in
the work are specifically set forth..
These maximum percentages and other considerations re-
lative to Change Orders shall be as follows:
For all work done by his own organization the Contractor
may add 10% of his actual costs for combined overhead and
profit.
For all work done by his subcontractors, the respective
subcontractors may add 10% of their actual costs for
combined overhead and profit, and the General Contractor
may add 5% of the above subcontractor's cost for his
overhead and profit.
A bond cost of 1% of the total amount of the added costs
will be allowed the Cohtractor as a legitimate item of
cost, and 1% of all credit amounts shall be added to the
total credit allowed the Owner. No bond cost shall be
allowed for subcontractor's bond cost.
The above percentages shall be considered reasonable
allowance for overhead and profit due the Contractor.
The Contractor shall submit receipts or other evidence
-showing his costs and his right to the payment claims
if so required by the Architect.
Labor costs shall include supervision, estimation, lay-
out, mechanics' and laborers' wages including payroll
taxes and assessments and insurance premiums.
Material, equipment and equipment rental costs shall
be the trade discount costs plus State sales tax where
applicable.
G-1
Other items of costs shall include freight or other trans-
portation, special .permits or fees, and unusual or excess-
ively high expenses for communication, special testing or
transportation of personnel.
G-2 PROGRESS PAYMENTS
The Owner will, at intervals, make Progress Payments to the
Contractor as provided in the Agreement.
The Contractor shall request such compensation as well as
Final Payment by submitting:
(1) A properly completed and notarized Application for
Progress Payment in the form as directed.-
(2). A notarized Wage Rate Certificate from each Sub-
contractor who is requesting payment for labor performed
in connection with his work during the payment period of
time encompassed by this Application. The form for this
Certificate is included in these Specifications.
(3) A Schedule of Contract Values as described below.
The Contractor shall, within ten days from date of Agree-
ment, submit to the Architect-', .':a.. rbrall e 0
copies of a Schedule of Contract Values which will reflect
the estimated cost of each subdivision of work of each
specification section. The value of each item shall include'
a true proportionate amount of the Contractor's overhead
and profit. The sum of all such scheduled values shall
equal the Contract Sum as evidenced by the Agreement.
The approved form of Schedule of Contract Values will
accompany and .support the Contractor's periodic Appli-
cations for Payment and shall indicate the value of.
suitably stored material as well as labor performed
and materials incorporated into the work for each sub-
division of the schedule during the period for which the
requisition is prepared.
The following suggested (partial) Schedule of Contract
Values form will serve as a guide to present this and
other pertinent information which'will facilitate the
checking and processing by the Owner's representatives
of the Contractor's Application for Payment.
G-2
-SCHEDULE OF CONTRACT VALUES
ACCOMPANYING APPLICATION FOR PAYMENT NO.____
PROJECT NUMBER, NAME AND LOCATION -
Contractor' s Name: Date: .
Etem Unit Quantity Material r contract Amount Paid amount Re- Total Comple- Uncompleted
j.t. Value To Date quested tion to Date Balance
this Payment
1.General Condi-
tions Bond Con-
-ruction Pacil-
ies,Taxes &
Insurance,Utili-
ties,Etc.
i-2Cslear Area
Excavation and
Grading,Machine
ExcavationEtc.
(Continue Sched-
e with each
vision broken
down into appro-
priate items)
L.S.
L.S.
L.S.
L.S.
C.Y.
--.*1
I.
I
1*
STATE OF FLORIDA
PERFORMANCE AND PAYMENT BOND
KNOW ALL MEN, That_
hereinafter called the Principal, and
hereinafter called the Surety or Sureties, are held and firmly bound unto
the Historic St. Augustine Preservation Board, hereinafter called the
Owner, in the sum of
($ ) for the payment whereof the Principal and the Suretyor
Sureties bind themselves, their heirs, executors, administrators, successors
and assigns, jointly and severally, firmly, by these presents.
WHEREAS, the Principal has, by means of a written Agreement, dated
__, entered into a contract with the Owner for
a copy of which Agreement is by reference made a part hereof.
NOW, therefore, the Condition of this Obligation is such that the
Principal shall faithfully perform the Contract on his part and satisfy
all claims and demands incurred for the same, and shall fully indemnify
and save harmless the Owner for all cost and damage which he may suffer
by reason of failure so to do, and shall fully reimburse and repay the
Owner all outlay and expense which the Owner may incur in making good any
such default, and shall promptly make payments to all persons supplying
labor, material, and supplied used directly or indirectly by the said con-
tractor, contractors, subcontractor or subcontractors, in the prosecution
of the work provided for in the contract, as provided by Section 2.55.05,
Florida Statutes, then this obligation shall be null and void; otherwise,
it shall remain in full force and effect.
Provided, however, that no suit, action or proceeding by reason
of any default whatever shall be brought on this Bond after twenty-four
months from the day on which the final payment under the Contract falls
due.
And provided, that any alterations which may be made in the terms
of the Contract, or in the work to be done under it, or the giving by the
Owner of any extension of time for the performance of the Contract, or any
other forbearance on the part of either the Owner or the Principal to the,
other shall not in any way release the Principal and the Surety or Sure-
ties, or either or any of them, their heirs, executors, administrators,
successors or assigns from their liability hereunder, notice to the Surety
or Sureties of any such alteration, extension or forbearance being hereby
waived.
Signed and Sealed this day of ____________, 19 .
In presence of
_____ By (Seal)
By _____..(Seal)
_____ (Seal)
By
Attorney-in-Fact
By
Resident Agent
Address
H-l
PREVAILING WAGE RATES TO BE SUPPLIED AT TIME OF
ISSUANCE
I-1
STATE OF FLORIDA )
)
.COUNTY OF_________)
Before me, the undersigned authority, personally appeared
..__________ who, first being duly sworn, upon
.his oath deposes and says:
That he is the (contractor) (subcontractor) on the following
described public works:
JOB DESCRIPTION:
CONTRACTOR (SUBCONTRACTOR):______
ADDRESS:
CONTRACTING AUTHORITY _________________
PREVAILING WAGE DETERMINATION NO.:__________
That a schedule of prevailing wages required by Section 215.19
(1)(b) and (2)(c), Florida Statutes, has been posted and is being
permanently maintained throughout the construction in a secure, pro-
tected and prominent place on the premises where the construction is
bleig .performed.
AND FURTHER AFFIANT SAYETH NOT.
Sworn to and subscribed before me this day of
.____....... 196__
Notary Public
State of Florida at Large
My Commission Expires:
The contractor shall execute and mail this affidavit to the Florida
Department of Commerce, Tallahassee, Florida, 32304, within ten (10)
days of the commencement of work.
i
WAGE RATE CERTIFICATION FOR SUB-CONTRACTORS
PROJECT
PAYMENT NO. _____ .
I hereby certify that all provisions of Section 215.19, Florida
Statutes, as amended to date, regarding apprentices and payment of
wages have been complied with.
Sub-Contractor
Type Name of Individual or Firm
Type Name:
STATE OF 3
COUNTY OF
Personally appeared before me this ___ day of ____, 19
known (or made known) to me to be the
(Owner)
(Partner)
(Corporate Officer give title)
of Contractor(s), who subscribed and swore to the above instrument
in my presence.
Notary Public
Type Name:
My Commission expires 19 .
(SEAL)
FOR PERIOD ENDING
SECTION IA PAGE I
BASE BID & ALTERNATES
A-1 GENIAL
A. GENERAL SCOPE OF WORK
The work in this Contract includes construction and completion of alterations
and additions to the Joaneda House of Group A, Residential Occupancy,
Type V construction as defined by the Southern Standard Building Code,
including all appurtenances as shown on the drawings, all in strict
accordance with these specifications and the accompanying drawings, except-
ing only those items specifically 'shown, noted or specified as not in the
Contract.
B. WORK NOT INCLUDED
Certain items of material and/or equipment are to be furnished by the Owner
and installed by the Contractor.
Said items are noted in the specifications and/or drawings.
3A-2 BASE BID
A. WORK INCLUDED
Each bidder shall state in his bid proposal- all work shown on the drawings or
specified excepting only the Alternates included below and work specifi-
cally shown or noted as not in Contract.
B. BASE BID AFFECTED BY ALTERNATES
Included in the Base Bid shall be the following work affected by Alternate No.
1, to be included whether or not Alternate No. 1 is accepted.
Provide foundation work for spiral stair.
Include A/C Equipment Closet and all equipment, lighting, electrical work, etc.
Provide four return air openings thru attic floor along north wall.
Provide complete Heating, Ventilating and Air Conditioning System as shown,
with the exception of exhaust fan No. 1' and its associated ductwork and
electrical work.
Provide electrical panel and electric service as detailed.
Provide conduit from electrical panel to attic floor for all home runs from
attic floor electrical work.
Provide complete all T.V. System and telephone work.
Rough in all plumbing for attic floor and provide complete vent system as
detailed, capping of water and sanitary piping for future connection.
Provide all other work noted on the drawings indicated to be included in the
Base Bid.
iA-3 ALTERNATE BIDS
Each bidder shall further state in his bid proposal Alternate Bid for pro-
viding items of work, emitting items of work and for substituting
materials and/or construction for those specified under Base Bid all
listed below:
ALTERNATE NO. 1
Attic sleeping area, Bath 2, clothes closet, doors to.attic storage,, .
spiral stair, and opening for stair, all complete with finishes and acces-
sories.
BASE BID & 4AENATES
PAGE 1
, END OF SECTION 1A
SECTICT IB PAGE 1
TEMPORARY CONSTRUCTION & FACILITIES
13-1 GENERAL
A. SPECIFIED ELSEWHERE
Refer to '"General Conditions" and "Supplementary Conditions" for additional items
of temporary construction and facilities.
B. ALTERNATES
Refer to "Base Bid & Alternates" for possible effect on work of this Section.
1B-2 DETAiTED REQUIREMENTS
A. JOB TELEPHONE
Provide non-coin-box telephone.
Install when work is started, maintain. until- full completion, pay all charges.
Allow all those connected with the work to use, provided they pay for toll calls.
B. TEMPORARY UTILITIES
Water and electricity for construction, in quantities judged reasonable by the
Architect, will be furnished to the Contractor by the Owner without charge.
Ascertain where these services will be available, make temporary connections as
required, and remove same upon completion of the work.
C. TEMPORARY HEAT
Furnish, by methods approved by the Architect, temporary heat including fuel and
power as required to protect materials and work from dampness and cold and
to dry out the building.
Permanent heating plant may be used for this purpose when same is ready.
Refer to technical Sections for temperatures to be maintained for the work of
the various trades.
D. DRINKING WATER
Furnish, from a proven safe source, for all those connected with the work.
Pipe or transport in such manner as to keep it clean and fresh.
Serve in single service containers or by sanitary drinking fountains.
E. TEMPORARY TOILETS
Provide chemical type toilets, adequate in number for all those connected with
* the work.
Locate where directed when work is started; keep in sanitary condition.
Remove from site upon completion of the work, or sooner if and when permanent
toilets are made available.
F. TEMPORARY ENCLOSURES
Provide wood batten doors and cloth or transparent plastic covered windows for
exterior wall openings of building until it is dry.
Windows may be glazed in lieu of covering if glass is protected.
G. ADDITIONAL PROTECTION
The Contractor shall provide barricades with lights at night for protection
of the public at all excavations, mounds of earth, and other obstructions
and shall be held liable for any injury to the public by lack of, or in-
adequate protection.
Windows, doorways, roofs, walls, walks, all equipment and all persons using
the building shall be protected from damage from falling material, tools
or equipment or any other damage that might be caused by this operation,
by means of adequate covering barricades, scaffolds, etc., as may be
required. The Contractor's attention is called to Article 10 of AIA
General Conditions referenced in this specification.
H. PROJECT SIGN
4 x 4 feet in size, of 3/4 inch exterior grade plywood, without frame.
Provide immediately after contract is signed.
Paint 3 coats prepared paint, color selected.
Employ and pay approved professional sign painter to letter names of:
TEMPORARY CONSTRUCTION & FACILITIES
SECTION i3B
PAGE 1
SECTION 1B PAGE 2
TWMPCRAfY CONSTRUCTION & FAMTrTS
1B-2 DETAILED REQUTRBONTS (Continued)
H. PROJECT SIGN (Continued)
(1) Project
(2) Owner
(3) H:'istoric St. Augustine Preservation Board
(4) Architect
(5) Contractor and principal subcontractors, as directed.
Secure signboard to nominal 4 x 4 inch wood posts set 4 feet into ground, or
rigidly mount on building as directed by Architect.
PACE NO OTHER SIGNS OR ADVERTISEMITS 'ON THE PREMISES.
END OF SECTION 1B
TEMPORARY CONSTRUCTING & FACILITIES
PAGE 2 .
SECTION 1C PAGE 1
MISCELLANEOUS REQUIREMENTS
IC-1 ASSOCIATIONS & STANDARDS
A. ASSOCIATIONS
AIA American Institute of Architects, 1735 New York Avenue NW, Washington,
D. C. 20006.
ANSI American National Standards Institute, 10 E. 40th St., New York 10016.
ASIM American Society for Testing & Materials, 1916 Race St., Philadelphia,
Pa., 19103.
CS Caomercial Standard of US Department of Commerce, Washington, D. C. 20025.
CSI Construction Specifications Institute, Dupont Circle Building, Washing-
ton, D. C. 20036.
DFPA Douglas Fir Plywood Association, now known as American Plywood Associa-
tion, P. 0. Box 1337, Tacoma, Washington 98401.
UBC Uniform Building Code of International Conference of Building Officials,
50 South Los Robles, Pasadena, California 91101.
UL Underwriters Laboratories, 207 East Olive Street, Chicago, 111. 60611.
Names and addresses of other organizations appear in the technical section
where their products are specified, or are listed in Sweet's Architec-
tural File.
B. DATES OF STANDARDS
Except where a specific date of issue is mentioned hereinafter, references to
specifications issued by the above-named and other organizations shall
Mean the edition current on the date of the Invitation to Bid.
1C-2 MATERIALS AND WORKMANSHIP
A. APPROVAL OF MATERIALS
A list of all materials, equipment, etc., together with manufacturers' drawings
and catalog information shall be submitted to the Architect for approval
prior to ordering material or equipment'.
Information submitted shall show the capacity, operating conditions and all en-
gineering data and descriptive information necessary for comparison and
to enable the Architect to determine whether same meets specifications.
The Architect's approval will not relieve the Contractor of the responsibility
for performance of any terms of the Contract.
Approval in writing of all materials, equipment, etc., must be obtained from
the Architect before any material or equipment is delivered or installed
on the job.
When a manufacturer's name is used on the plans or in the specifications, that
manufacturer's product or equipment shall be the standard of quality and
type required.
Other manufacturer's products that the Contractor may anticipate furnishing
as equal shall be approved by the Architect before the submission of bids.
Where the name of manufacturer is mentioned in reference to his required ser-
vice or product, and no qualifications or specifications or similar infor-
mation is included on drawings or in specifications, then the material,
gauges, details or manufacturer's finish, etc., shall be in accordance
with his standard practice, directions or specifications.
B. SUBSTITUTIONS
Substitutions for a specified system, product or material may be requested
of the Architect and the Architect's written approval must be obtained
before substitutions will be allowed.
In making requests for substitutions, the Contractor shall list the particular
system, product,, or material he wishes to substitute, and the amount he
will add to or' deduct from the contract sum if the substitution be au- .
thorized by the Owner and approved by the Architect.
If no addition or deduction to the base bid is allowed by the Contractor for
such substitution, it. shall be so stated on the request.
Request submitted shall include any and all adjustments of that and any other
work affected thereby.
C. WORKMANSHIP
The workmanship of all trades shall be first class, regardless of the quality
of material used.
PAGE 1 MISCELANEOUS REQUIREMENTS SECTION 1C
SECTIC. 1C PAGE 2
MISCELLANEOUS REQUIREMENTS
10-3 SHOP DRAWINGS AND SAMPLES
A. The words "reasonable promptness" as used in the General Conditions shall
mean that the drawings will be placed in the mail for return to the Con-
tractor within 14. days after their arrival in the Architect' s office, ex-
cept that occasionally drawings which are extremely complex with regard
to coordination between the trades will require more time than this speci-
fied amount.
B. Certain sections of the specifications state the requirements for sub-
mission of shop drawings.
Stated requirements for shop drawings in Architectural, Mechanical and Elec-
trical sections of the specifications may be waived where an item is cata-
log stock and the Contractor, in lieu of submittal, states in writing that
he will use the exact item shown on the drawings or mentioned in the speci-
fications as being the acceptable item.
C. The Contractor shall not reproduce the Architect's project drawings for
shop drawing use without written approval of the Architect.
D. The Contractor shall submit six copies of all shop drawings required for
the work of the various trades unless greater quantities are specifically
requested for certain equipment.
Of these, three copies will be annotated as appropriate and returned to the
Contractor with appropriate action indicated.
By agreement with the Architect, the Contractor may submit more than the re-
quired number of copies.
Shop drawings shall be forwarded to Fisher & Shepard, Architects & Planners, Inc.
The Contractor's letter of submittal must conform to the typical Contractor's
'"Transmittal Letter" which is available from the Architect.
The quantity of transmittal letters to be submitted shall be equal to the num-
ber of sets of drawings (or the number of brochures) being submitted plus
one.
Each drawing (or each part of the brochure) shall be listed separately on the
letter and identified as indicated thereon.
Failure to do this will cause rejection of the submittal.
The Architect will return to the Contractor the same transmittal letter, with
the shop drawing disposition noted thereon, along with the drawings (or
brochures) when the review is completed.
The Contractor shall forward separate letters of transmittal for submitting
each group of shop drawings common to a specification section.
E. In checking his shop drawings prior to submittal, the Contractor is reques-
ted to note his corrections or comments on the drawings in orange pencil,
Shop drawings not checked by the Contractor prior to submittal will not be re-
viewed by the Architect and will be returned to the Contractor for correc-
ted resubmission.
F. Drawings returned to the Contractor will be stamped either "Approved",
"Approved as Noted", "Returned for Corrections", or "Not Approved". Those
drawings stamped "Approved as Noted" need not be returned for further
approval if the notations are acceptable to the Contractor and/or subcon-
tractors.
Drawings stamped ,"Returned for Corrections" or "Not Approved" shall require
new submission.
Comments and/or corrections by the Architect will be made in red pencil on
-blue or black line prints and in yellow pencil on white line prints.
G. Samples shall be accompanied with the same .tranamittal letter prescribed
for shop drawings. Checking by Contractor of samples before transmittal
is required the same as for shop drawings.
liC-4 PROJECT CLOSEOUT
A. GENERAL 7
'Upon receiving the certificate of substantial completion, the Contractor shall
prepare, assemble and transmit these items listed herein to the Owner, c/o
the Architect.
MISCELANSOUS -EQUIEMEN-TS
SBCTION 10
PAGE 2
SECTION 10 PAGE 3
MISCELLANEOUS REQUIRENTS
1G-4 PROJECT CLOSEOUT (Continued)
A. GENERAL (Continued)
Unless additional quantities are specified elsewhere, submit items in duplicate.
All documents, tools, equipment, demonstrations and other closing requirements
shall be submitted or performed and approved prior to Date of Final Accep-
tance.
B. DETAIL REQUIREMENTS
(1) Maintenance Manuals:
Submit bound sets of maintenance manuals.
Submit manuals for mechanical and electrical equipment having wearing parts
for which the manufacturer has printed maintenance recommendations for
fixtures, equipment, finishes requiring special treatment and as otherwise
required in the specifications.
Label manuals with embossed plastic tape..
Include name and number of project, nature of information and Contractor/Sub-
contractor.
*(2) Operation Manuals:
Submit bound operation manuals for all items of equipment for which the manu-
facturer has printed instructions.
Manuals shall be assembled and submitted as indicated for maintenance manuals
or may be included therewith.
(3) Inspection Reports:
Submit certificates from local Governmental Agencies that the construction has
been inspected as required by law or ordinances and that the building is
acceptable.
(a) Local Building Inspector
(b) Local Plumbing Inspector
(c) Local Electrical Inspector.
(4) As-Built Drawings:
Submit as-built drawings for mechanical and electrical work installed at variance
with the drawings and covered by subsequent construction.
Drawings shall be numbered consecutively, and shall be laid out to show location
of the subject elements, with base lines or dimensions enabling the exposure
of the elements with least disturbance to finish surfaces.
Sufficient prints will be furnished by the Architect for Contractor's use in
working.
(5) Special Cleaning:
In addition to clean-up specified in the General Conditions, and after this
and all other work has been completed, the Contractor shall:
(a) Remove broken or scratched glass and replace with new glass.
(b) Remove paint drippings, spots, stains, and dirt from finished
surfaces provided as work of this Contract.
(c) The entire building shall be swept out and left broom clean.
10-5 HISTORIC SIGNIFICANCE
The Joaneda House is included in the National Register of Historic Places and
is of significant historical value.
Wherever possible, original items and portions thereof shall be repaired rather
than replaced.
All artifacts and items now in storage at the site or found during work of
this Contract are property of the Owner and shall not be removed from the
site without written permission- from the Owner.
A number of miscellaneous items are presently stored in the building and shall
remain in the building throughout the duration of the work.
The Contractor may relocate items within the building at his discretion.
10-6 FINISH HARDWARE AILmWANCE
Include in Base Bid Proposal an allowance of $500.00 for purchase and delivery
of Finish Hardware.
MISCELANEOUS; REQUIREMENTS
END OF SECTION 10
PAGE 3
SECTION ID PAGE 1
SPECIAL CONDITIONS
3D-1 ALTERATIONS AND ADDITIONS
A. ADDITIONAL ALTERATIONS
All alterations which are not indicated on the drawings or in these specifi-
cations but necessary for properly completing the work shall be in-
cluded in the Contract.
All work required for restoration of existing work disturbed by reason of
work under the various Subcontracts and the General Contract shall be
done to Architect's satisfaction.
B. SHORING AND BRACING
Provide all shoring, bracing, etc., to complete work in a safe manner and
take any precautions necessary to prevent settlement, collapse or
movement of walls, floors, lintels or other existing construction dur-
ing the entire construction process.
C. MAINTENANCE OF ACCESS
Do not at any time block, disturb or endanger vehicular movement on Trea-
sury Street (north side of property) without Architect's and local govern-
ment s approval.
D. DAMAGE
Should any portion of the existing building site, appurtenances or. adjacent
buildings or property (under other ownership) be damaged, the condi-
tions and circumstances shall be reported to the Architect, and all
necessary repairs and replacement to such damaged work shall be made,
at no additional cost to the Owner, with new material to match exist-
ing work in every respect.
E. STORAGE OF MATERIALS
Do not permit any part of the existing building to be loaded with any
materials or equipment that may endanger the'building!s safety.
ID-2 INCLUSION OF ARTICLES 15 AND 16
Articles 15 and 16 of the American Institute of Architects Document A201,
dated April 1970, and A2Ol/SC-Federal Edition, dated August, 1972, as well
as Document A701, dated April 1970, shall apply to and form a part of this
section.
SPECIAL CONDITIONS
END OF SECTION ID
PAGE 3
SECTION 2A PAGE 1
0C1ARMIC, DI~OITION AND EARTHWORK
2A-1 GENERAL
A. WORK IN OTHER SECTIONS of these specifications:
Spreading stockpiled topsoil, furnishing and placing additional topsoil, finish
grading, seeding and planting.
Special conditions relating to this work.
Soil poisoning.
Waterproof membrane under slabs.
B. MONUMENTS
Carefully maintain bench marks, monuments and other reference points.
If disturbed or destroyed, replace as directed.
C. UTILITIES
Protect active pipes and utilities encountered; notify persons owning same;
keep intact and in continuous operation, street drains and sewers open
for free drainage at all times.
Remove inactive utilities from within building lines.
Plug or cap where indicated or directed.
D. DUST CONTROL
Protect persons and property from damage and discomfort caused by dust.
Water as necessary to quell dust.
E. EXCESS OR SHORTAGE OF EARTH
Furnish and place additional material hereinafter specified or needed for fills.
Remove from site excess material and that unsuitable for filling.
F. BLASTING & BURNING
Do no blasting or burning on site without written permission of the Architect
and other constituted authorities.
G. EXTENT OF WORK
Furnish all labor, materials, equipment and services to complete all excava-
tions, preparation of site, demolition and grading as shown dn. tbe drawings.
H. ALTERNATES
Refer to "Base Bid & Alternates" for possible effect on work of this Section.
2A-2 DEMOLITION
A. EXTENT OF WORK
Do all demolition and removal of debris required for the completion of the
work shown on the drawings and/or specified.
B. SALVAGE
(1) To Owner:
Concrete pavers.
Artifacts uncovered during the work, including nails, screws, pegs, etc.
All lumber items, unless specific written permission is given by Owner.
(2) To Contractor:
All other salvage becomes property and may be reused on the work provided
Architect judges it equal to new material specified.
Certain items as specifically noted on drawings or specified for reuse.
Remove all other items from site at Contractor's expense.
C. REMOVAL
Fill pile approximately located on the drawings.
Concrete pavers to be relocated at Contractor's expense to a location within
2 miles of project site.
All miscellaneous debris on site.
CIEARIMG, DEMOLITION AND EARTHWORK
SECTION 2A
.PAGE 1
SECTIM 2A PAGE 2
CLEARING, DEMOLITION AND EARTHWRK
2A-2 DEMOLITION (Continued)
D.: DEMOLITION
Footings and foundation walls located on the eastern portion of the site.
E.. DEBRIS
Allow no debris to accumulate in structures, or on grounds, streets, adjacent
property, etc.
Haul away from site and dispose of at Contractor's expense.
2A-3 CLEARDG & GRUBBING
A. GENERAL
Protect construction and growth in areas to remain undisturbed until completion
of contract.
Leave in as good condition as found.
If disturbed or destroyed, replace as directed.
B. GEARING
(1) General:
Completely clear areas to be occupied by structures and other improvements,
and areas within 5 feet of building lines.
(2) Other areas of Owner's property:
Remove down timber, snags, brush, rubbish and debris.
(3) Trees to remain:
Box and protect from damage until completion of contract.
Remove interfering branches and roots without damage to trunks, as directed.
Paint cuts more than 1-1/2 inches in diameter with tree wound paint.
C. GRUBBING
(1) General:
Remove stumps and roots larger than 1-1/2 inches in diameter to the follow-
ing levels:
(2) In areas to be occupied by improvements:
*To not less than 18 inches below existing grade.
(3) In other areas:
To not less than 6 inches below finish grades.
D. DISPOSAL OF CLEARED & GRUBBED MATERIAL
Haul away from site at Contractor's expense, or burn on site if permission
is obtained.
. 2A- EXCAVATING
A. STRIPPING TOPSOIL
Before starting to excavate, strip available topsoil from areas to be covered
by improvements' and where cuts or fills are required.
Stockpile reusable material on site where directed and protect it until reuse.
Remove subsoil, debris, and stones larger than one inch in diameter.
B. EXCAVATING
Excavate as necessary for work shown on drawings or specified.
Remove rocks, boulders, slabs, pavement, existing foundations, and other
obstructions.
Allow ample space for form work.
Leave bearing surfaces undisturbed, level and true.
C. DEPTH OF FOOTING EXCAVATIONS
Excavate to solid bearing at1 elevations no higher than those shown on drawings.
D. EXCESS EXCAVATION
Should excavation, through error, be carried to elevations lower than those
shown on drawings, fill and compact as specified below to proper levels
at Contractor's expense.
Fill under footings with concrete of required strength, under slabs with
compacted gravel.
Earth or gravel fill under footings not permitted.
CARING, DEI LITION AND EARTHWORK
SECTION 2A
PAGE 2
SECTION 2A PAGE 3'
CLEARING, DEMOITION AND EARTHWORK
2A-4 EXCAVATING (Continued).
E. SHORING
Brace and shore sides of excavations as necessary to prevent cave-ins.
Repair slides and cave-ins should they occur.
Remove shoring before backfilling.
F. WATER
Keep earth under footings and slabs dry.
Should bearing surfaces be softened by water, re-excavate to solid bearing
and fill with concrete at Contractor's expense.
A. GENERAL
Remove debris and decayable matter before filling.
Use approved materials. only for fills.-
Obtain Architect's approval before filling against concrete or masonry walls.
Make fills as soon as feasible thereafter to insure maximum settlement.
B. COMPACTION OF FILLS
Compact to 95 percent Modified Proctor Density under slabs, in accord with
ASTM D-1557; 90% elsewhere.
Fill and backfill beneath slabs to be placed in lifts not to exceed 6" in
depth.
C. FILL MATERIALS
Rough Fill: Clean sand and gravel, free from deleterious and foreign matter.
Fill Under Slabs: Clean, coarse, fresh water sand free from deleterious',
organic and foreign matter.
*2A-6 ROUGH GRADING
A. GENERAL
Grade entire area of all disturbed areas and areas shown on drawings .to
reasonably true and even surfaces.
Slope ground away from building walls to facilita.a. drainage.
Grade to uniform levels or slopes between points where grades are noted on
drawings.
Round surfaces at abrupt changes in levels.
Should figures conflict with contours, consult Architect.
B. LEVELS
Grade areas outside buildings to the following levels:
(1) Paving, walks and other surfaced areas:
To underside of surfacing.
(2) Lawn areas:
To finish grades, allowing for 4 inches of topsoil.
(3) Planting areas:
To finish grades, allowing for 8 inches of .topsoil.
CIEARInG, DEMOLITION AND EARTHWORK
END OF SECTION 2A
PAGE 3
SECTION 2D- PAGE 1
SOIL POISONING
2p-1 GENERAL
A. GUARANTEE: "
Provide a guarantee for a period of 5 years against infestations and reinfesta-
tions.
Guarantee shall cover making good all damage caused by termites during the
guarantee period and shall include any yearly renewal costs.
1. State that application was made at rates, methods and concentrations
complying with these specifications.
2* Re-treatment, upon evidence of subterranean termite activity, shall be
at no charge to the Owner.
S 3. Damage to the building caused by termites shall be corrected without
cost to the Owner up to $5,000.0Q in value.
4. Guarantee shall be non-cancellable by all parties to the contract ex-
cept the Owner.
5. Draw the guarantee in favor of the Owner and submit a sample form of
guarantee to the Architect, for approval, prior to starting the work.
B. APPLICATOR shall be a State licensed pest control operator.
20-2 MATERIALS
A. CHEMICALS shall be applied only in water-based emulsions.
B. ACCEPTABLE CHEMICALS AND THEIR CONCENTRATIONS:
1. Chlordane 2%
2. Dieldrin 0.5%
3. Heptachlor 0.5%
4. Aldrin 0.5%
Mixtures of the above chemicals. are prohibited.
2D-3 EXECUTION
A. APPLICATION:
1. Apply at the rate of 2 gallons per 5 lineal feet per foot of depth
along both sides of foundations.
2. Apply at the rate of 1 gallon per 10 square feet. overall under the
slabs as well as attached porches, utility entrances, and similar
situations.
3. Apply at the rate of 1 gallon per 5 lineal feet to voids of unit masonry
foundation walls.
4. Apply at the rate of 2 gallons per 5 lineal feet immediately below
expansion joints, control joints and other interruptions or penetrations
of slabs.
B. TREATMENT shall not be made when the soil is excessively wet or immediately
after he avy rain to avoid surface flow of toxicant from the application
state.
C. UNLESS THE TREATED SOIL is to be permanently covered promptly after treat-
ment, take adequate precautions to prevent disturbance of the treatment
and human or animal contact -with the treated, soil.. Allow .12 hours minimum
between treatment of soil and permanent covering.
END OF SECTION 2D
son0. POISONING
PAGE 1
SECTION 3A PAGE 1
OONGBETE
3A-1 GENERAL
A. WORK INCLUDED IN OTHER SECTIONS of these specifications:
Specially finished concrete.
Pavement and walks.
B. STANDARD SPECIFICATIONS
American Concrete Institute ACI.
American Standards for Testing of Materials.
C. BUILDING CODE
Southern Standard Building Code, 1975 ed.
D. WORK ON CITY PROPERTY
City Specifications, if more rigid than those herein, govern.
Obtain and pay for all required permits; pay City Inspection Fees.
E. ALTERNATES
Refer to "Base Bid & Alternates" for possible effect on work of this Section.
3A-2 MATERIALS
A. CONCRETE
Conpressive Strengths: 2500 PSI for walkways, 3000 PSI for footings, slabs,
drives and parking areas in accord with ACI-318-71.
Cement: "Standard Specifications for Portland Cement", ASTM C150, Type 1.
Aggregate: "Standard Specifications for Concrete Aggregate", ASTM C33.
Water: Potable.
B. REINFORCEMENT
Reinforcing Steel: ASTM 615-72, grade 40, fabrication ASTM 315-72.
Galvanized Welded Wire Mesh: ASTM A183-72.
C ; ACCESSORIES.
"Manual of Standard Practice for Detailing Reinforced Concrete Structures",
ACI 315-71.
D. PREFORMED EXPANSION JOINTS
Fiber-type ASTM D-1751, thickness as indicated on drawings.
3A-3 FINISHING CONCRETE SLABS
A. GENERAL
All slabs shall be carefully screeded to exact grades indicated on the draw-
ings. After screeding, all screeds shall be removed and then finished
as called for below.
B. FINISHES
Walks, drives and patio: broom finish exposing shell aggregate.
Subfloor for Wood Floor:: Wood Float.
Base for Topping or Setting Beds: Leave surfaces rough enough to form -good
bonding surface.
3A-4 TABBY CONCRETE TOPPING
A. SUBMITTALS
Submit two-foot by two-foot sample of tabby concrete.to be used for slabs,
walks and drives.
B. MATERIALS
(1) Cement: Non-staining white portland cement "Atlas", "Medusa", Trinity
: brand in ac6ord'with ASTM 0-150-74.
(2) Sand:
In accord with ASTM 0-35-67, sharp natural fresh water sand.
(3) Aggregate:
Crushed oyster shell of local source: maximum size aggregate shall pass thru
a 1x 1/4l" sieve.
SECTION 3A
PAGE 1
Section 3A PAGE 2
CONCRETE
3A-4. TABBY CONCRETE (Continued)
B. MATERIALS (Continued)
(4) Water:
Potable.
(5) Reinforcing:
*As specified in 3A-2B.
C. PROPORTIONS AND MIXING
Equal parts by volume of sand, -lime, oyster shell and water.*
Mix to even, smooth, workable consistency.
D. PLACEMENT
Placement shall conform to standards for structural reinforced concrete as
described in ACI 318-71.
Roughen slab as necessary for bond.
Brush off loose particles.
Coat slab with "Bondcrete" prior to placing topping.
E. CCMPRESSIVE STRENGTH
2500 psi for walks, 3000 psi for all other work.
END OF SECTION 3A
tO M
PAGE 2
SBTIN 1k PAGE 1
MASONRY
4-1 GENERAL
A. WORK INCLUDED
Fill holes in existing masonry.
Repair and fill window and door heads and jambs as required.
Fill openings as required for installation of new work.
Repoint Gable Ends in their entirety.
Reset loose coquina and brick masonry.
Provide all required shoring and braces.
Install all lintels as detailed on drawings.
Install nailer plugs for all items to be attached to masonry walls.
B. BUILDING CODE
Southern Standard Building Code, 1975 ed.
C. WORKMANSHIP
(1) General:
Lay all new masonry work required to true lines plumb and level.
Reset existing masonry in accordance with best practice.
Fill joints full of mortar.
(2) Wetting Masonry Units
Dampen brick in accordance with'best practice. :".
(3) Cooperation:
Build in work of other trades, as required, without weakening existing masonry.
This includes cutting chases for mechanical and electrical work.
D. PRECAUTIONS
(1) In freezing weather:
Do no masonry work unless approved means are provided for heating materials,
and masonry is protected from frost until mortar has hardened.
Anti-freeze ingredients added to mortar or grout not permitted.
(2) In rainy weather:
Do no work unless materials and work are protected by cover.
(3) When work is resumed:
Clean top surfaces of loose mortar and wet in accordance with Par. C(2) above.
E. ALTERNATES
Refer to "Base Bid & Alternates'" for possible effect on work of this Section.
4A-2 MATERIALS
A. BRICK
Standard Common of Clay, ASTM C62. Fire brick equal to Interpace American Olean,
medium heat duty.
B. SETTING MORTAR
Mortar type specified herein refers to Tables in ASTK Specification C.-270, latest
edition.
Utilize type "N" mortar throughout.
For exterior masonry, add water-proofing as recommended by manufacturer.
Utilize fire clay mortar equal to "Coldset" or? Kynex.
C. WOOD NAILER PLUGS
Pressure-treated Southern Yellow Pine
D. NON SHRINKING GROUT
Equal to Embecd.
A-3 EXECUTION
A. BRICK
Lay in common running board; fire brick, shiners in running bond.
Fill holes and cracks with mortar.
B. HOLES
Fill all holes in existing coquina masonry with brick as filler and carefully
grout with mortar specified.
SECTION U
PAGE 1
MASONRY -
SECTION 4A PAGE 2.
MASONRY
-3 EXECUTION (Continued)
C. COQUINA STONE
Rebuild Coquina Gable Ends as indicated on drawings.
Lay in accordance with best practice.
Fill all holes and cracks with mortar.i
D. MORTAR MIXING
(1) Proprietary Products:
Mix in accordance with manufacturer's directions.
(2) Other Mortars:
Mix in accordance with requirements of ASIM Specification 0-270, latest edi-
tion.
E. NAILER PLUGS
Coordinate size, location and number of plugs required with trades attaching
items to masonry.
Minimum size of plug 3/4" round or square by 4 inches long.
Pre-drill holes for plugs. Diameter of holes shall be 1/4" larger than the
diameter of the plug.
Pre-fill hole with non-ahrinking grout and drive plug into hole. Outside
end of plug to be flush with masonry.
Remove excess grout.
END OF SECTION U
PAGE 2
MASONKr
SECTION 5A PAGE 1\
MISCELLANEOUS STEEL & IRON
5A-1 GENERAL
A. WORK IN OTHER SECTIONS of these specifications:
Anchors, cramps, ties and dowels for masonry.
Rough hardware for carpentry.
Finish painting of steel and iron items.
Anchors, bolts and sleeves for mechanical and electrical work.
B. SHOP DRAWINGS
Show complete details of construction and methods of installation.
Submit 'in accordance with General Conditions and Supplementary Conditions.
C. SHOP TREATMENT
After fabrication but before installation, remove rust scale, grease and oil
by wire brushing and chemical cleaning.
Touch up galvanized metal surfaces damaged in fabricating with "Galv-Weld",
"Galvicon", or approved; no painting required.
Coat other metal with one heavy coat approved metal primer.
D. ALTERNATES
Refer to "Base Bid & Alternates" for possible effect on work of this Section.
5A-2 MATERIALS & FABRICATION
A. MATERIALS
Structural steel ASTM Specification A36, cast steel A27, cast iron A48M.
Other materials best commercial quality, suitable for the intended purpose.
B. FABRICATION OF STEEL
Form to accurate sizes and shapes, with sharp lines and angles.
Punch and shear to leave clean surfaces.
Weld or rivet permanent connections; grind exposed welds smooth.
Do. not use screws or bolts where they can be avoided.
When used, countersink heads and draw up tight; nick threads to prevent loosen-
ing.
Provide holes and connections for work of other trades.
C. JOINTS & FASTENINGS
Detail for ample strength and stiffness; conceal wherever possible.
Where exposed to weather, form to exclude water.
D. CASTINGS
Finish exposed surfaces smooth, with sharp, well-defined lines and arrises.
Machine joints where required and mill to close fit.
Provide necessary rabbets, lugs and brackets for neat and substantial assembly.
M-3 DETAILED REQUIREMENTS
A. STEEL LINTELS & MISCELLANEOUS STRUCTURAL STEEL
Structural steel shapes, sizes and weights noted.
Bolt or weld members together if so indicated; tap for other work as required.
Provide not less than 6-inch bearing at each end, greater bearing if indicated.;
B. SPIRAL STAIRS
Whitten Staircase Model 20.
Manufactured by Whitten Enterprises Inc., 205 Northside Drive, Bennington,
Vermont 05201, or approved equal.
SSpiral stairs 42 inches in diameter.
Floor to floor height indicated on drawings.
Rght-hand spiral down.
Conventional platform fastened to second floor framing on two sides.
Complete with platform, handrail, and base plate.
Provide additional handrails as shown on the drawings.
Tread units drilled to receive wood.
MISCELLANEOUS STEEL & IRON
END OF SECTION 5A
PAGE 1
SECTION 6A PAGE 1
CARPENTRY-AT-SITE
6A-1 GENERAL
A. WORK IN OTHER SECTIONS of these specifications:
Temporary toilet and field office buildings, temporary enclosures, project sign.
Wood preservative and flame-proof treatments.
Wood roof shingles and shakes.
B. FURNISHED UNDER OTHER SECTIONS, but installed under work of this Section:
Millwork and custom-built casework.
Wood doors and windows.
Finish hardware.
C. BUILDING CODE
Southern Standard Building Code, 1975 E4.
D. EVIDENCE OF GRADE
Each piece of lumber and plywood stamped with grade mark and trademark of the
Association having jurisdiction, or each shipment accompanied by offi-
cial certificate of inspection.
E. MAXIMUM MOISTURE CONTENT, when delivered to project:
Wood to be embedded in masonry or concrete, wood flooring and trim, 12Iper
cent.
Other materials, 19 percent.
Furnish moisture content certificates if and when requested.
F. ROUGH HARDWARE
Provide all necessary for installation of work specified herein, sizes and -
quantities required by Building Code or hereinafter specified.
Hardware exposed to moisture hot-dip galvanized steel or approved type non-
ferrous metal.
SG.:. NAILS
(1) All nails exposed' to vieW dyxept at rim. anid-fine finish, No. N-40 wrought
head: cutl.nails, size: as required, a:,mahufacturi4 by.Trem9rit Nail C*'.1.
(2) Fo r standing and running trim and fine finish work, No. 5 fine finish
cut nails as manufactured by Tremont Nail Ccmpany, Elm St., Wareham, Mass.
02571. . .., : .. .
(3) Nails.not exposed' 6 view may be cannot cut nails, size as required-
H. ATTACHMENTS
Where wood engages masonry or concrete, provide approved type metal plugs
or inserts, spaced as required for a rigid and permanent installation.
Wood embedded in masonry or concrete not permitted unless shown on drawings
or specified, then must be kiln dried and preservative treated as
specified.
I. STORAGE & PROTECTION
Protect lumber, plywood, millwork and casework from the weather.
Protect roof sheathing until covered by rpofing; subfloors until .finish floors
until .final acceptance.
Be sure that building is thoroughly dry before finish woods are placed in it.
J. ALTERNATES
Refer to "Base Bid 4c Alternates" for possible effect on work of this Section.
6A-2 ROUGH & FINISH CARPENTRY, GENERAL
A. LUMBER
SSLYP "C&BTR", or approved, surfaced 4 sides to standard dimensions, except
where rough sawn stock is specified or special shapes are indicated.
Posts, beams, joists and rafters, 1500 f working stress.
Roof sheathing and flooring, SSLYP, "C&BTR",grade, T&G, 1200 f working stress.
Rough lumber not otherwise specified, "Standard" grade.
CARPt=TnAT-ZTE
SECTION 6A
. PAGE 1
SECTION 6A PAGE 2
CAnRPENTR-AT-SiTB".
6A-2 ROUGH & FINISH CARPENTRY. GENERAL (Continued)
B. METAL ACCESSORIES
Joist hangers and framing connectors, where indicated, Timber Engineering
Company, or approved, types indicated.
Secure as detailed.
C. MOISTURE BARRIER
Nominal 30-pound asphalt-saturated roofing felt.
Provide under wood plates bearing directly on earth-supported concrete slabs.
D. WORKMANSHIP
Carefully lay out, cut, fit and install rough carpentry items.
Use sufficient nails, spikes, screws and bolts to insure rigidity and perma-
nence.
Drive nails perpendicular to grain of wood in lieu of toenailing, where
feasible.
Provide for installation and support of plumbing, heating and ventilating work.
Install work to true lines, plumb and level, unless indicated otherwise.
Unless specifically noted otherwise, new material replacing old material (lum-
ber, fastening devices, etc.) shall match old material in all respects.
6A-3 FLOOR & ROOF CONSTRUCTION
A. PLATES & SILLS
Nominal 2-inch stock, width as required by conditions, or as indicated.
B. JOISTS & RAFTERS
Set with crown side up.
Spike studs to joists.
Block ends between studs where studs and joists are not in .contact.
Single header; apike beams to ends of joists.
Frame roofs for free flow of rain water to outlets. *
C. FLOOR & ROOF DECKING
(1) Installation:
Combination simple and 2-span continuous method.
Except for alternate planks in end spans, each plank to be two spans in..
length, end joints on supports, well scattered.
(2) Nailing:
Face nail each floor plank to each support with nails long enough to penetrate
at least 1-1/2 inches into support.
Drill holes in planks as required to prevent splitting.
Sheathing shall be face and edge nailed; predrill all edge holes.
6A-4i. MISCELLANEOUS
A. WOOD BUCKS, ATTIC FLOOR AND BATH #1
Nominal 2-inch stock, full width of wall or partition, unless otherwise
indicated.
Let heads and sill 1/2 inch into jambs; spike securely.
Anchor with 1/8 x 1 x 12 inch steel straps, one end turned up onto buck and
screwed thereto; the other end turned down into wall.
Space anchors near tops and bottoms~of bucks, not more than 3 feet OC
between.
B. WOOD PLASTER GROUNDS
Nominal 2 inches wide, sized to exact thickness specified in "Lath and
Plaster".
Set to true lines, plumb and level, joints on bearings and securely fastened.
Provide wherever necessary to stop plaster or secure trim or other items.
CARPENTRY-AT-STTE
SECTION 6A
PAGE 2
SECTION 6A PAGE 3
CARP!FTRY-AT-SITE
6A-4 MISCELTANEOUS (Continued)
C. WOOD BLOCKING
Provide as necessary for work specified elsewhere or shown on drawings.
6A-5 INSTALLATION OF ITEMS FURNISHED UNDER OTHER SECTIONS
A. MILLWORK & CASEWORK
Install millwork items specified in another Section or shown on drawings.
Install running trim in as long lengths as feasible.
Miter casings and mouldings; glue joints with waterproof glue.
Use finish nails, set for putting, except where screws are required.
Clean up after installation with fine sandpaper or steel wool.
Remove sharp external corners.
Install casework. specified in "Millwork & Casework" complete.
Installation of stock wood cabinets is specified in that Section.
B. WOOD DOORS & WINDOWS
Install door frames in accurate location shown on drawings; anchor securely
in place.
Fit doors to frames with uniform clearance, not more than 3/16 inch at heads
and jambs.
Clearance at sills as directed.
Install windows complete in accordance with manufacturer' s directions and
approved shop drawings.
C. FINISH HARDWARE
Install hardware listed in hardware schedule or required to complete the pro-
ject.
Adjust moving parts to operate freely, without binding, at time of final
acceptance.
Make further adjustments, when requested, during 1-year guarantee period.
6A-6 SPECIAL WOOD FINISHING
A. GENERAL
Provide special finishes, Types 1 thru 4, for all wood items indicated on the
drawings or specified to receive such finishes.
Unless specifically noted or indicated otherwise, no sanding of finish sur-
faces permitted on special finishes listed herein.
Provide samples of all finishes for Architect's approval prior to commencing
work.
B. FINISH TYPE 1
Hand-planed rough planing using scrub plane and finish with Jack plane.
C. FINISH TYPE 2
Vertical-sawn cuts made using coarse-tooth Band Saw.
D. FINISH TYPE 3
Hand-sawn cuts made using coarse tooth Rip Saw.
E. FINISH TYPE 4
Hand-hewn cuts made using Hand & Foot Adzes, or broad axe.
F. FINISH TYPE 5
Split and Rived: Split boards to thicknesses shown on drawings.
Maximum tolerances + 1/21" from thickness shown.
Work to be done with axe, wedge and/or froe.
CARPENTRY-AT-SITE
END OF SECTION 6A
PAGE 3
SECTION 6B PAGE 1
MILLWORK & CASEWORK
6B-1 GERUAL
A. WORK IN OTHER SECTIONS of these specifications.
Items specified in "Carpentry-at-Site".
Installation of millwork and casework specified herein.
Finish hardware. not specified herein.
Painting and finishing.
Plumbing and electric fixtures and connections.
B. WORK INCIADED IN THIS SECTION
All other finish woodwork, both exterior and interior, shown on drawings,
specified herein, or required to complete the project.
C. QUALITY STANDARDS
Conform to "Quality Standards of the Architectural Woodwork Industry", 1973
edition, published by Architectural Woodwork Institute, hereinafter called
AWI, West End Building, Nashville, Tennessee 37203, as modified herein and
on the drawings.
D. MILLWORK & CASEWORK MANUFACTURER
Experienced in woodwork of the quality specified herein and approved by the
Architect.
E. SHOP DRAWINGS
Show profiles of mouldings, details of joints, and other pertinent items.
Show connections of casework to adjoining construction, whether or not all.
items are furnished by this subcontractor.
Submit in accordance with General Conditions and Supplementary Conditions.
F. ALTERNATES
Refer to "Base Bid & Alternates" for possible effect on work of this Section.
6B-2 EXTERIOR MILIORK
A. SPECIES
(1) Lumber:
SSULP or Ponderosa Pine, "C&BTRVV.
B. GRADE
Conform to AWI Quality Standards, '"Custd't:.Grade, as modified herein and on
the drawings.
6B-3 INTERIOR MILfORK
A. WORK INCLUDED
Refer to "Finishing Schedule, Interiors" in Section "Painting" in Division 9.
B. SPECIES
(1) Lumber:
SSLYP or Ponderosa Pine C&BTR".
C. GRADE
Conform to AWI Quality Standards, "Custom" Grade, as modified herein and on
the drawings.
6B-4 CABINET WORK
A. SPECIES & GRADE
Exposed parts to match other interior woodwork; all casework AWI "Custom" grade.
Parts concealed when drawers and opaque doors are closed optional with Con-
tractor.
B. PLASTIC LAMINATE
"Formica", 'Micarta", "Textolite", or approved, solid color, suede finish,
selected by Architect from manufacturer s standards.
Provide self-edge, end splash and splashback of matching material where indicated. ,
All exposed surfaces to be covered with plastic laminate.
PAGE 1 M WORK & CASEWORK SECTION 6
,~~~ '
SECTION 6B PAGE 2
MILUINRK & CASEWORK
6B-4 CABINET WORK (Continued)
C. DOORS & DRAWERS
Plastic laminate, flush overlay type.
D. REINFORCING
Reinforce wall cabinets at hanging points standard with manufacturer to sup-
port 100 pounds per lineal foot minimum.
6B-5 CABINET & CASEWORK HARDWARE
A. METAL DRAWER SLIDES
Knape & Vogt No. 100, or approved.
B. ADJUSTABLE SHELF BRACKETS
Knape & Vogt No. 256, or approved.
Provide 4 for each adjustable shelf indicated.
Drill holes in casework for brackets in 2 rows-at 1-inch centers, full height
of space.
0. REMAINING HARDWARE
Pivot hinges, drawer pulls, catches equal to Stanley Hardware, style and
finish as selected by Architect.
Wall cabinet doors shall project 3/4" below cabinet bottom; no pulls required.
D. INSTALLATION OF HARDWARE
Furnish and install above-specified hardware, complete.
Install casework hardware specified in "Finish Hardware".
Do work in accordance with AWI Standards.
6B-6 MISCaELAREOUS
A. CUTTING FOR OTHER TRADES
Cut holes for plumbing and electric fixtures as directed by subcontractor fur-
nishing these items.
B. CLOSET & STORAGE SHELVING
"Economy" grade as defined by AWI standards, softwood plywood or solid or
glued-up softwood lumber.
C. CLOSET RODS
Straight grained hardwood, 1-3/16 inch diameter, length equal to finish
dimensions of closet.
Provide intermediate supports as required.
MILIORK & CASEWORK
END OF SECTION 6B
PAGE 2
SECTION 6D PAGE 1
WOOD PRESERVATIVE & FLAME-PROOF TREATIMETS
6C-1
* A. TREATING PLANT
Lumber treating company authorized by preservative material manufacturer and
approved by Architect.
B. EVIDENCE OF TREATMENT
Preservative: Preservative treatment manufacturer's certificate of compliance
must accompany each shipment.
C. ALTERNATES
Refer to "Base Bid & Alternates" for possible effect on work of this Section.
60-2 PRESERVATIVE PRESSURE TREATMENT
A. MATERIAL & METHOD
Uniform Building Code Standard, or approved, clear penta chlorophenol, 5% in
light petroleum vehicle.
Apply 2 liberal brush coats of same solution to surfaces cut in fitting at
Job site.
B. MATERIAL TO BE TREATED
All wood materials to be installed that will remain as part of the permanent
construction.
WOOD PRESERVATIVE & FIAME-PROOF TREATMENTS
WD OF SzoTIcK 6C
PAGE 1
SECTION 7A PAGE 1
VAPOR BARRIER
7A-1 GIERAL
A. DELIVERY
Deliver materials to the job site in manufacturer's original, unopened packag-
ing and store in such a manner toprevent damage, deterioration or con-
tamination.
B. RELATED WORK
Ascertain that under slab installation have been accomplished prior to
initiating this work.
C. LOCATION
Place membrane under all interior slabs on fill.
D. ALTERNATES
Refer to "Base Bid & Alternates" "for possible effect on work of this Section.
7.
7A-2 MATERIALS
A. VAPOR BARRIER
4 mil thickness, clear polyethelene film provided in widest practical widths.
B.: JOINT SEALING MATERIAL
Adhesive or tape shalL be approved by manufacturer of vapor barrier materials.
7A-3 EXECUTION
A. APPLICATION
Apply Vapor Barrier over entire area to receive slab; lap edges 6" and seal
with adhesive or tape.
Lay membrane with seams perpendicular to andu lapped in the direction of pour.
Turn edges up to top of slab or down to bottom of footings as indicated.
Where construction joints are indicated at adjacent vertical surfaces, extend
vapor barrier beyond expansion joint filler and turn up to top of slab.
Where construction joints are indicated within the slab, lay vapor barrier
continuous under expansion joint filler.
B. PROTECTION
Protect application from damage until permanent covering as in place.
Repair punctures to vapor barrier, using pieces of the materials overlapping
the puncture 6" minimum and adhered br taped in place.
END OF SECTION 7A
VAPOR BARRIER
PAGE 1
SECTION 7B PAGE 1
THERAL INSULATION
A. WORK IN OTHER SECTIONS
Roof insulation.
B. LABELS
Manufacturer's labels required on each piece or package of insulation.
Do not remove labels or open packages until Architect inspects and approves.
C. CONDITION OF SURFACES to receive adhesive-applied insulation:
Put surfaces in proper condition to receive insulation.
Contractor responsible for defective work from any cause, including improperly
prepared surfaces.
D. ALTERNATES
Refer to "Base Bid & Alternates" for possible effect on work of this Section.
7B-2 FLEXIBLE BLANKET INSULATION
A. MATERIAL
Rock or glass wool enclosed in a continuous envelope, one face vapor permeable,
one face vapor barrier.
Manufactured by Owens-Corning Fiberglas Corporation, or approved.
B. INSTALLATION
Install with vapor barrier facing space to be insulated; fit ends of blanket
tight.
Staple edges of envelope to wood joists or studs.
Place 6-inch strip of vapor-proof paper over joints in vapor barrier.
C. THICKNESS OF INSULATION
Between roof rafters, 6 inches.
Between wall studs, 3 inches.
D. LOCATION
Provide between rafters and studs enclosing air-conditioning.room only.
PAGE 1 THERMAL INSULATION END OF SECTION 7B
SECTION 7 C Page 1
ROOFING & SHINGLES
7C-1 GENERAL
A. WORK IN OTHER SECTIONS
Roof sheathing
Flashing of ducts and pipes thru roof.
B. EXTENT OF WORK
Complete installation of a Class "B" label cedar shingle roof using materials
below.
C. SUBMITTALS
Submit manufacturers' literature describing all procedures to be used in
applying the Class "B" system,
D. GUARANTEE
Provide 2 year written guarantee on workmanship and materials.
E. ROOFING SUBCONTRACTOR
Approved by manufacturer of roofing materials and the Architect.
F. PACKAGES & LABELS
Deliver materials in sealed packages, original manufacturers' labels thereon.
Do not remove labels or open packages until Architect inspects and approves.
7C-2 MATERIALS
A. MATERIALS AND WORKMANSHIP
Conform to Standard Specification of "Red Cedar Shingle and Hand Split Shake
Bureau:, Seattle, Washington, and U. L. requirements.
B. INSULATION
(1) Material:
1" thick "Celo-therm" non-combustible perlite insulation as manufactured by
Celotex Corporation, or approved.
(2) Application:
Apply over roof sheathing as recommended by manufacturer.
C. UNDERLAYMENTS
(1) Steel Foil:
0.002 in. thick x 27 in. wide "Koppers" polyethelene coated steel foil.
(2) Roofing felt:
U. L. Labeled Type 15 (15 lb.) plain asphalt asbestos felt.
(3) Application:
Apply steel foil underlayment over roof insulation; attach and position joints
as recommended by manufacturer.
Foil to cover entire roof.
Apply Labeled 15-lb. felt over steel foil and nail with tin tags.
Felt to cover entire roof surface.
Use only enough nails to hold underlayment until shingles are in place.
ROOFING & SHINGLES
PAGE I
SECTION 7C
SECTION 7C Page 2
ROOFING & SHINGLES
7C-2 Materials
D. SPECIFICATIONS Roofing, Shingles, Flashing.
(1) Flashing:
16 oz. copper. Provide flashing at ridge; intersection of dormers and main
roof; intersection of main and porch roof. All nails which penetrate flashing
shall be copper.
(2) 24 ga. galvanized counter flashing along intersection of roof and
adjacent building.
E. SHINGLES CLASS C.
(1) Size and type:
No. 1, Koppers, Blue label, red cedar, machine split, 18" x 5/21" x .45".
(2) Application:
Lay in horizontal courses, straight butt lines, 5 1/2" to weather.
F. NAILS
Hot dipped galvanized, size and type as recommended by manufacturer.
ROOFING & SHINGLES
END OF SECTION 7C
PAGE 2
SECTION 70 PARQ 1
400ING1 & 3alGESS
7C-1 GNRAL
A. WORK IN OTHER SECTIONS
Roof sheathing
Flashing of ducts and pipes thru roof.
SArchitootupal -ho-ta-__.
B. ETENT OF WORK
Complete installation of a Class "B" label cedar uks roof using materials
below.
C. SUBMITTALS
Submit manufacturers' literature describing all procedures to be used inrr
applying the Class "B1 System.
E. ROOFING SUBCONTRACTOR
Approved by manufacturer of roofing materials and the Architect.
F. PACKAGES & LABELS
Deliver materials in sealed packages, original manufacturers' labels thereon.
_abl2s o. bitmzn t" shrw oompcsition ond p t^2.ng poiit.
Do not remove labels or open packages until Architect inspects and approves.
70-2 MATERIALS
A. MATERIALS AND WORKMANSHIP
Conform to Standard Specification of "Red Cedar Shingle and Hand Split Shake
Bureau", Seattle, Washington, and U. .L. requirements.
B. INSULATION
(1) Material:
1" thick "Celo-thermi non-combustible perlite insulation as manufactured by
Celotex Corporation, or approved.
QA Application:
Apply over roof sheathing as recommended by manufacturer.
C. UNDERLAYMENTS
(1) Steel Foil:
0.002 in. thick x 27 in. wide "Koppers" polyethelene coated
(2) Roofing felt:
U. L, Labeled Type 15 (15 lb.) plain asphaltt asbestos felt.
steel foil.
(3) Application: v
Apply steel foil underlayment over roof insulation; attach and position jo
as recosuended by manufacturer.
Foil to cover entire roof.
Apply Labeled 15-1b. felt over steel foil and nail with tin tags.
Felt to cover entire roof surface.
Use only enough nails to hold underlayment until shingles are in place.
. (1) Size and type: -ft ,-.4 4 -.
lfOX1_1w-3 Koiai~iara iz Mas.. 2/i" Y 1 t v 'Vhn in iltM
(2) wrd ^id .Vl
(2)
Lay
H1Iot
ints
Application: a. 1%
in horizontal courses, e butt lines, 4W to weather.
NAILS
dipped galvanized, size and type as recommended by manufacturer.
ROOFING & SHIlIRS
END OP SECTION 70
PAGE 1
SECTION 7D PAGE 1
N CIT3CTURAL SHEET METAL
7D-1 GENERAL
A. WORK BY OTHERS
Sheet metalwork of fan-operated ventilating and air conditioning systems.
Flashing of pipes and ducts passing through roofs.
B. WORK IN OTHER SECTIONS of these specifications:
Wood blocking and nailers for securing sheet metalwork.
'---" Sheet metalwork in connection with shingle roofs, : '
Sheet metalwork of fan-operated ventilating and air conditioning systems.
Flashing of pipes and ducts passing through roofs.
C. SHOP PAINTING
After fabrication but before installation, clean galvanized metal, treat for
paint adhesion, and apply one heavy coat zinc chromate paint to all sur-
faces.
Touch up damaged areas in shop coat which will be concealed after installation
with same material.
D. NZCTROLYTIC PROTECTION
Where aluminum is to be in contact with dissimilar materials, treat contact
surfaces to prevent electrolysis.
E. ALTERNATES
Refer to "Base Bid & Alternates" for possible effect on work of this Section.
7D-2 MATERIALS
A. GENERAL
Best camuercial quality, thickness not less than specified below.
Use heavier gauges where called for in item specification or noted on drawings.
B. GALVANIZED STEEL
26 gauge copper-bearing base metal, commercial weight zinc coating.
C. NAILS
Barbed type, heat-treated, aluminum for aluminum work, copper for copper work,
hot-dip galvanized steel for galvanized steel.
7D-3 WORKMANSHIP
A. PREPARATION
Put surfaces to be covered with sheet metal in proper condition for covering.
Contractor responsible for defective work from any cause, including improperly
prepared surfaces.
B. GENERAL
Workmanship equal to best standards of modern sheet metal practice.
Form materials accurately to shapes and dimensions indicated, with lines and
angles in true alignment, without waves or buckles.
Make proper allowance for expansion and contraction, and for shrinkage of wood
construction.
Cope or flange intersections to fit accurately, and solder.
Make exterior work permanently weathertight.
ARCHITECTURAL SHEIT METAL
END OF SECTION 7D
PAGE 1
|
RSS
HIDE
