HomeMy Public PortalAboutORD07619 �i
Bill No. 118
Introduced by Councilman: Willcoxon
i ORDINANCE NO.
i
AN RODINANCE OF THE CITY OF JEFFERSON, MISSOURI, DIRECTING THE
I MAYOR AND CLERK OF THE CITY TO EXECUTE A CONTRACT IN THE NAME OF
THE CITY WITH JOHN C. GIRARD d/b/a GIRARD CONSTRUCTION COMPANY
OF JEFFERSON CITY, MISSOURI, RELATING TO THE CONSTRUCTION OF A
TERMINAL BUILDING AT THE JEFFERSON CITY MEMORIAL AIRPORT.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF JEFFERSON,
MISSOURI, AS FOLLOWS:
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Section 1. The Mayor and the Clerk of the City of Jefferson,
Missouri, are hereby directed to execute a contract in the name
I' of the City with John C. Girard d/b/a Girard Construction Company
of Jefferson City, Missouri, relating to the construction of a
terminal building at the Jefferson City Memorial Airport.
Section 2. Said contract shall read in words and figures
as follows:
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AGREEMENT BETWEEN CONTRACTOR AND OWNER
FOR CONSTRUCTION OF BUILDING
THIS AGREEMENT made the • d day of April in the year 1965
by and between John C. Girard, d/b/a Girard Construction Company, Jefferson
City, Missouri hereinafter called the Contractor and the City of Jefferson City,
Missouri hereinafter called the Owner.
WITNESSETH, that the Contractor and the Owner for the consideration
hereinafter named agree as follows:
ARTICLE 1. Scope of Work - The Contractor shall furnish all materials
and perform all of the work shown on drawings and described in the Specifica-
tions entitled: New Terminal Building For Jefferson City Memorial Airport,
Jefferson City, Missouri, prepared by SNIPES & CAPPS, ARCHITECTS, and
shall do everything required by the Contract Documents, including the Agree-
ment, the General Conditions, Special Conditions, the Specifications and
Drawings, and Addendum No. 1 and 2.
ARTICLE 2. Time of Completion - The work to be performed under this
contract shall be commenced on a date established in writing by the Architect
and is to be completed in 225 consecutive calendar days. For each consecu-
tive calendar day thereafter that the work remains unfinished, the Contractor
shall pay a liquidated damage fee in the amount of $50.00 per day.
ARTICLE 3. The Contract Sum - The Owner shall make payment to the
Contractor for the performance of the Contract, subject to additions and
deductions as provided for in the General Conditions of the Contract, in
current funds as follows: A total Contract sum of One Hundred Nine
Thousand Three Hundred Sixty One Dollars and Seventy Nine Cents
($109,361.79).
ARTICLE 4. Progress Payments - The Owner shall make payments on
account of the Contract as provided therein, as follows:
On or about the 15th day of each month 90% of the value, based on the
® Contract prices, of labor and materials incorporated in the work and of
materials suitably stored at the site thereof up to the first day of that month,
as estimated by the Architect, less the aggregate of previous payments; and
upon substantial completion of the entire work, a sum sufficient to increase
the total payments to 90% of the Contract Price.
ARTICLE 5. Acceptance and Final Payment - Final payment shall be due
thirty (3 0) days after substantial completion of the work, provided the work be
then fully completed and the Contract fully performed.
Upon receipt of written notice that the work is ready for final inspection
and acceptance, the Architect shall promptly make such inspection, and when
he finds the work acceptable under the Contract and the Contract fully performed,
he shall promptly issue a final certificate, over his own signature, stating that
the work provided for in this Contract has been completed and is accepted by
him under the terms and conditions thereof, and that the entire balance found to
be due the Contractor, and noted in said final certificate, is due and payable.
Before issuance of final certificate the Contractor shall submit evidence
satisfactory to the Architect that all payrolls, material bills and other indebted-
ness connected with the work have been paid.
CONTRACT SHEET NO. 1
AGREEMENT BETWEEN CONTRACTOR AND OWNER
FOR CONSTRUCTION OF BUILDING
If after the work has been substantially completed, full completion there-
of is materially delayed through no fault of the Contractor, and the Architect
so certifies, the Owner shall upon certificate of the Architect, and without
terminating the Contract, make payment of the balance due for that;portion .of
the work fully completed and accepted. Such payment shall be made under the
terms and conditions governing final payment, except that it shall not constitute
a waiver of claims,
ARTICLE 6. The Contract Documents - the General Conditions, Special
Conditions, the Specifications and Drawings, together with this Agreement,
form the Contract, and they are as fully a part of the Contract as if hereto
attached or herein repeated.
The following is an enumeration of the Specifications and Drawings:
Bid Form
General Conditions
Special Conditions
Specifications
Drawings
Addendum No. 1 and 2
This Contract consists of two (2) sheets.
IN WITNESS WHEREOF, the parties have executed this Agreement, the
day and year first above written.
CITY OF JEFFERSON, MISSOURI
ATTEST:
City Clerk BY ��"�J
Mayor
WITNESS: JOHN 0. GIRARD D/B/A
GIRARD CONSTRUCTION COMPANY
JEFFERSON CITY, MISSOURI
BY
Owner
CONTRACT SHEET NO. 2
i'
SNIPES & CAPPS March 11 , 1965
ARCHITECTS
420 MADISON
JEFFERSON CITY, MISSOURI
ADDENDUM NO. 1
NEW TERMINAL BUILDING FOR
JEFFERSON CITY MEMORIAL AIRPORT
JEFFERSON CITY, MISSOURI
JOB NO. 6405
GENERAL:
This Addendum is issued to amend original Drawings and Specifications prior to
receipt of bids, and to be included and become a part of the Contract Documents.
Section numbers as enumerated correspond with sections as set forth in the
® original Specifi cations.
Except as otherwise specifically mentioned, the general character of work re-
quired by this Addendum shall be the same as originally specified, and all in-
cidentals required in connection with the work hereinafter described shall be
included even though not specifically mentioned. Where an item is mentioned with
no additional Specifications given, reference to it is to be made to the original
Specifications.
DRAWINGS
ITEM NO. 1
a. Mechanical Room No. 9 has been increased 2'-4" in size in north-south
direction; Mens Toilet No. 10, Womens Toilet No. 11 , and Janitors Room No. 12
have been shifted 2'-4" north; and Pilots Lounge No. 13 has been decreased
2'-4" in north-south direction.
b. Revised Drawings AA-1 , HVA-1 , and EA-1 issued with this addendum
indicates above room size and related changes and is hereby made a part of the
Contract Documents.
c. Revise lengths of plumbing piping as required to conform to above room
size changes. All plumbing work in this area shifts 2'-4" to north. All waste
and water supply for urinals on south wall of Mens Room No. 10 to be run in wall
In lieu of exposed on north wall of Mechanical Room No. 9.
ITEM NO. 2
a. All steel studs for plaster partitions shall be spaced at 16" on center.
® SNIPES & CAPPS April 2, 1965
ARCHITECTS
420 MADISON
JEFFERSON CITY, MISSOURI
ADDENDUM NO, 2
NEW TERMINAL BUILDING FOR
JEFFERSON CITY MEMORIAL AIRPORT
JEFFERSON CITY, MISSOURI
JOB NO. 6405
GENERAL:
This Addendum is issued to amend original Drawings and Specifications prior to
receipt of bids, and to be included and become a part of the Contract Documents.
Section numbers as enumerated correspond with sections as set forth in the
original Specifications.
Except as otherwise specifically mentioned, the general character of work re-
quired by this Addendum shall be the same as originally specified, and all in-
cidentals required in connection with the work hereinafter described shall be
included even though not specifically mentioned. Where an item is mentioned with
no additional Specifications given, reference to it is to be made to the original
Specifications.
Specifications and Drawings
a. Furnish and install conduit and outlets for two (2)
Public Telephones to be located on East wall of
Corridor No. 2 , north of door No. 15.
b. Furnish and install one (1) Webster Weatherproof
Horn to be located on edge of roof over door No. 2.
Horn to be tied into public address system specified
in Article 18 Audio Facilities: , Electrical Specifications,
Section 5000.
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® 0
UZELRKA -AV.LAYMENT BOND
John 0. Girard d/b/a
KNOW ALL MEN BY THESE PRESENTS, that We, G i,l Ca„d_Unaltud{nn _(:emnany
as Principal and United States Fidelity & U+CjjnfXQgmpn as surety,
are held and firmly bound unto the City of Jefferson, Missouri, in
the sum of One Hundred Nine Thousand Theme Hundred , DOLLARS 109,J 1079_),
Sixty One Dollars and Seventy Nine Cents.
for payment whereof the Principal and Surety bind themselves, their
heirs, executors, administrators and successors, jointly and sever-
ally, firmly by these presents.
WHEREAS, the Principal has, by means of a written agreement
dated this 6th - day of Apr i to 19_.a. entered into a
contract with the City of Jefferson. Missouri, for
New Terminal Building for J„ effgCag ,Cifx emnrial A{�Pag+, .Ijafgo�� ,^
City, Missouri.
NOW, THEREFORE, if the Principal shall faithfully perform and
fulfill all the undertakings, covenants, terms, conditions and agree-
ments of said contract during the original term of said contract, and
any extensions thereof that may be granted by the City of Jefferson,
Missouri, with or without notice to the Surety and during the life of
any guaranty required under the contract, and shall also faithfully
perform and fulfill all undertakings, covenants, terms, conditions
and agreements of any and all duly authorized modifications of said
contract that may hereafter be made with or without notice to the
Surety; and shall also promptly make payment for materials, lubricants,
oil, gasoline, grain, hay, feed, coal and coke, repairs on machinery,
groceries and food stuffs, equipment and tools, consumed or used in
connection with the work set forth in the contract referred to above,
and all insurance premiums, both compensation, and all other kinds of
insurance, on said work, and for all labor performed on such work at
the prevailing hourly rate of wages as set forth in the ordinance
authorizing and directing the public work which is the subject of the
contract hereinabove referred to, whether by the contractor, subcon-
tractor or otherwise, as provided for in said contract and in any and
all duly authorized modifications of said contract that may hereafter
be made, with or without notice to the Surety, then THIS OBLIGATION
SHALL BE VOID AND OF NO EFFECT, but it is expressly understood that
if the Principal shall make default in or should fail to strictly,
faithfully and efficiently do, perform and comply with any one or
more of the covenants, agreements, stipulations, conditions, require-
ments or undertakings, as specified in or by the terms of said con-
tract, and within the time named therein, then this obligation shall
be binding upon each of the parties hereto and this bond shall remain
in full force and effect; and the same may be sued on at the instance
of any material man, laborer, mechanic, sub-contractor, individual or
otherwise to whom such payment is due, in the name of the City of
Jefferson, Missouri, to the use of any such person.
® AND IT IS FURTHER SPECIFICALLY PROVIDED that any modifications
which may hereafter be made in the terms of the contract or in the
work to be done under it or the giving by the City of Jefferson,
Missouri, of any extension of the time for .the performance of the
contract or any other foreberance on the part of either the City of
Jefferson, Missouri, or the principal to the other, shall not in any
way release the principal and surety, or either or any of them, their
heirs, executors, administrators and successors, from their liability
hereunder, notice to the Surety of any such extension, modifications
Wor forbearance being hereby waived.
s
IN WITNESS WHEREOF, the above bounden parties have executed
the within instrument this day of �,,,,,+_,__�,, 19
AS APPLICABLE:
A. Individual
Si ature
B. Partnership
(Signatures of Partners)
C. Corporation
Firm Name
Signature of President
United States Fidelity and Guaranty Company
Signature of the Surety
2.
Signature-of� torney
In-Fact
NOTE:
Surety shall attach
Power of Attorney
(CERTIFIED COPY)
GENERAL POWER OF ATTORNEY
?609?
Know all Men by these Presenist
That UNITED STATES FIDELITY AND GUARANTY COMPANY,a corporation organized and existing under the lawi of
the State of Maryland, and having Its principal office at the City of Baltimore,in the State of Maryland,does hereby constitute and
appoint James M. Dent
of the City of Jefferson City ,State of Missouri
its true and lawful attorney In and for the State of Missouri
for the following purposes,to Witt
To sign its came as surety to,and to execute,seal and acknowledge any and all bonds,and to respectively do and perform any and
all acts and things set forth in the resolution of the Board of Directors of the said UNITED STATES FIDELITY AND GUARANTY
COMPANY,a certified copy of which is hereto annexed and made a part of this Power of Attorney;and'the said UNITED STATES
FIDELITY AND GUARANTY COMPANrY,through us,its Board of Directors,hereby ratifies and confirms all and whatsoever the said
James M. Dent
may lawfully do in the premises by virtue of these presents.
In Witness Whereof,the said UNITED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be
sealed with its corporate seal,duly'attested by the signatures of Ito Vice-President and Assistant Secretary,this ?u day of
April ,A. D. 19 64
UNITED STATES FIDELITY AND GUARANTY COMPANY.
(Signed) By........A..:.......Holmes.....................................................
Vice-President.
(SEAL)
(Signed) Richard D.....Reinh. . . . ardt..... ...............
.. ...
.......... ..... ...................... ..... .
Assistant Secretary.
STATE OF MARYLAND
BALTIMORE CITY,
On this 71b day of April ,A. U. 19 64. before me personally came
A. C. Holmes ,Vice-President of the UNITED STATES FIDELITY AND GUARANTY
COMPANY and Richard D. Reinhardt ,Assistant Secretary of said Company,with both of
whom 1 am personally acquainted,who being by me severally duly sworn,said that they resided in the City of Baltimore.Maryland.
that they,the said ' A. C. Holmes and Richard D. Reinhardt were respectively
the Vice-President and the Assistant Secretary of the said UNITED STATES FIDELITY AND GUARANTY COMPANY, the cor-
poration described in and which executed the foregoing Power of Attorney; that they each knew the seal of said corporations that the
seal affixed to said Power of Attorney was such corporate seal,that it was an affixed by order of the Board of Directors of said corporation,
and that they signed their names thereto by like order as Vice-President and Assistant Secretary,respectively,of the Company.
My commission expires the first Monday In May.A. D. 19 65
(Seal) (Signed) Anne M. O'Brien
........... .......................................................................................
• Notary Public.
STATE OF MARYLAND,
Set.
BALTIMORE CITY,
1. 1 James F. Carney ,Clerk of the Superior Court of Baltimore City, which Court is a
Court of Record,and has a seal,do hereby cartify that Anne M. O'Brien , Esquire, before
whom the annexed affidavits were made, and who has thereto subscribed his name,was at the timeof so doing a Notary Public of the
State of Maryland,in and for the City of Baltimore,duly commissioned and sworn and authorized by law to administer oaths and take
acknowledgments, or proof of deeds to be recorded d,erein. I further certify that 1 am acquainted with the handwriting of the said
Notary,and verily believe the signature to be his genuine signature.
In Testimony Whereof, 1 hereto act my hand and affix the scal of the Superior Court of Baltimore City, the same being a Court
of Record, this 72 day of April ,A. D. 19 64
(SEAL) (Signed) Ja F. Carney
.. .. ...............
Cl r he Superior Court of Baltimore City.
r. �. 3 (11.60) l•1 rr
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COPY OF RESOLUTION O
That Whereas,it is necessary for the effectual transaction of business that this Company appoint agents and attorneys with pourer
and authority to act for it and in its name in Staten other than Maryland,and in the Territories of the United States and in the Provinces
of the Dominion of Canada and In the Colony of Newfoundland.
Therefore,be it Resolved,that this Company do,and It hereby does,authorize and empower its President or,either of its Vice-
Presidents In conjunction with its Secretary or one of its Assistant Secretaries,under its corporate seal,to appoint any person or persons
as attorney or kttorneys-in-fact,or agent or agents of said Company,in Its came and as its act,to execute and deliver any and all con-
tracts guaranteeing the fidelity of persons holding positions of public or private trust,guaranteeing the performances of contracts other
than Insurance policies and executing or guaranteeing bonds and undertakings. required or permitted In all actions or proceedings, or
by law allowed,and
Also,In its name and as its attorney or attorneys-in-fact,or agent or agents to execute and guarantee the conditions of any and.611
bonds,recognizances,obligations,stipulations,undertakings or anything in the nature of either of the same, which are or may by law,
municipal or otherwise,or by any Statute of the United States or of any State or Territory of the United States or of the Provinces of the
Dominion of Canada or of the Colony of Newfoundland.or by the rules,regulations,orders,customs,practice or discretion of any board,
body,organization,office or officer,local,'municipal or otherwise,be allowed,required or permitted to be executed,made,taken,given,
tendered,accepted,filed or recorded for the security or protection of,by or for any person or persons,corporation,body,office,interest,
municipality or other association or organization whatsoever.In any and all capacities whatsoever,conditioned for the doing or not doing-
of anything or any conditions which may be provided for in any such bond, recognizance,obligation, stipulation, or undertaking, or
anything In the nature of either of the same.
H. G. SaChse ,ari Anistant Secretary of the UNITED STATES FIDELITY AND
GUARANTY COMPANY,do hereby certify that the foregoing Is a full, true-and correct copy of fhe original power of attorney given
by said Company to James M. Dent
of ferson City, Missouri ,authorizing and empowering him to sign bonds as therein'set
forth,which power of attorney has never been revoked and is still in full force and effect.
And 1 do further certify that said Power of Attorney was given in pursuance of a resolution adopted at a regular meeting of the
Board of Directors of said Company.duly called and held at the office of the Company in the City of Baltimore,on the I Ith day of
July, 1910,at which meeting a quorum of the Board of Directors was prescht,and that the foregoing Is a true and correct copy of said
resolution,and the whole thereof as recorded in the minutes of said meeting.
in Testimony Whereof, 1 have hereunto set my hand and the seal of the UNITED STATES FIDELITY AND GUARANTY
COMPANY on
(Date)
Assistant Seer
f.
�J 111Y 44,)
f
UNITED STATES FIDELITY,-:., CLIARAN TY COMPANY
BID BOND
BONDNUMBER ........................................................................................
KNOW ALL MEN BY THESE PRESENTS:
THAT ......Af t....to.....21RAXA*.....4A./IR...G.1r.01%....dAksaIrMAWLex Romp-amy ............................
W
............. ............................................. .......................... ............... of ............................. ....................
.................................I.......I................................................................................................................... as Principal and UNITED STATES FIDELITY AND
GUARANTY COMPANY, a Maryland corporation,as Surety, are held and firmly bound unto......91AY....Of...geffArA1.9144....................
.................................................... .............................................................................................................
............................................
as Obligee, In the full and just sum of..... !kvk1..5%)..... .....................................................
Dollars,
...................................................................................................................................................................................................................
lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, (�
administrators, successors and assigns,jointly and severally, firmly by these presents.
WHEREAS, the said Principal is herewith submitting its proposal f9V 041IJ11111traotion of now
b111111114iIII1118 Of J'Off*PBOM City Nonori4l AiPP*Ptg 08118*87
county, jorrerson otty, Missouri&
THE CONDITION OF THIS OBLIGATION is such that if the aforesaid Principal shall be awarded the contract the said Principal will, within the
time required, enter into a formal contract and give a good and sufficient bond to secure the performance of the terms and conditions of
the contract, then this obligation to be void; otherwise the Principal and Surety will pay unto the Obligee the difference in money between
the amount of the bid of the said Principal and the amount for which the Obligee legally contracts with another party to perform the work
if the latter amount be in excess of the former, in no event shall the Surety's liability exceed the penal sum hereof.
Signed, sealed and delivered.....1114r.91A...I,?.*....rp.6.5..
:,.J
(Date)
........ ...................... .............. .......................... .. ......(SEAU
................................................................................................................ .......................................................................................................ISEAU
IT
ED STATES FIDELITY AND Q NTY COMPANY
- -fact
Atto,.tey in
V
Contract 1 1 (Revised) (7-56)
(CERTIIFIEIi COPY)
GENERAL POWER OF ATTORNEY
No...A N................
Know all Men by these Presentot
That UNITED STATES FIDELITY AND GUARANTY COMPANY,a corporation organized and existing under the laws of
the State of Maryland,and having its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute and
appoint Lyman L. Winter
of the City of Jefferson City ,State of Missouri
its true and lawful attorney in and for the Stator of Missouri
i
for the following purposes,to wit:
To sign its name as surety to,and to execute,seal and acknowledge any and all bonds,and to respectively do and perform any and
all acts and things set forth in the resolution of the Board of Directors of the said UNITED STATES FIDELITY AND GUARANTY
COMPANY,a certified copy of which is hereto annexed and made a part of this Power of Attorney;and the said UNITED STATES
FIDELITY AND GUARANTY COMPANY,through us,its Board of Directors,hereby ratifies and confirms all and whatsoever the said .
Lyman L. Winter
may lawfully do in the premises by virtue of these presents.
In Witness Whereof,the said UNITED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be
sealed with its corporate seal,duly attested by the signatures of its Vice-President and Assistant Secretary,this loth day of
July .A.D. 1951
® UNITED STATES. FIDELITY AND GUARANTY COMPANY.
.( gSi ed B Charles C. Conlon .................
y.........................s..................... ...
Dice-Preatdenl.
(SEAL)
(Signed) ...........J.A....Ail.)<Are...11.4.11.................................I..........
Assistant Secretary.
STATE OF MARYLAND
u:
BALTIMORE CITY,
On this loth day of July .A. D. 1951 ,before me personally came
Charles C. Conlon .Vice-President of the UNITED STATES FIDELITY AND GUARANTY
COMPANY and J . Dillard Hall ,Assistant Secretary of said Company.with both of
whom I am personally acquainted, who being by me severally duly sworn, said that they resided in the City of Baltimore.Maryland;
that they,the said Charles C. Conlon and J. Dillard Ball were respectively
the Vice-President and the Assistant Secretary of the said UNITED STATES FIDELITY AND GUARANTY COMPANY, the cor-
poration described in and which executed the foregoing Power of Attorney; that they each knew the seal of said corporation;that the
seal affixed to said Power of Attorney was such corporate seal,that it was so affixed by grder of the Board of Directors of said corporation,
and that they signed their names thereto by like order as Vice-President and Assistant Secretary,respectively,of the Company.
My commission expires the first Monday in May.A.D. 1953
(seal) (Signed) Dorothy 5..._ Drexel
.......... .... .............................................
Notary Public.
• STATE OF MARYLAND,
Sct.
BALTIMORE CITY.
1. M. Luther Pittman .Clerk of the Superior Court of Baltimore City.which Court is a
Court of Record,and his a seal,do hereby certify that Dorothy S. Drexel ,Esquire, before
whom the annexed affidavits were made, and who his thereto subscribed his name,was at the time of so doing a Notary Public of the
State of Maryland,in and for the City of Baltimore,duly commissioned and sworn and authorized by law to administer oaths and take
acknowledgments, or proof of deeds to be recorded therein. I further certify that I am acquainted with the handwriting of the said
Notary,and verily believe the signature to be his genuine signature.
In ressimony Whereof, 1 hereto act my hand and affix the seal of the Superior Court of Baltimore City.the same being a Court
of Record,this loth day of July .A. D. 19 51
(SEAL) (Signed) ...............M......Luther...P.ittman..................................
Clerk of the Superior Court of Baltimore City.
F.— S.-3 111.66) 0
COPY OF RESOLUTION
That Whereas,it is necessary for the effectual transaction of business that this Company appoint agents and attorneys with power
and authority to act for it and in its name in States other than Maryland,and in the Territories of the United States and in the Provinces
of the Dominion of Canada and in the Colony of Newfoundland.
There/ore, be it Resolved, that this Company do,and it hereby does,authorize and empower its President or either of Its Vice-
Presidents in conjunction with ite Secretary or one of its Assistant Secretaries,under its corporate seal,to appoint any person or persons
as attorney or attorneys-in-fact,or agent or agents of said Company,in its name and as its act,to execute and deliver any and all con-
tracts guaranteeing the fidelity of persons holding positions of public or private trust,guaranteeing the performances•of contracts other
than insurance pplicies and executing or guaranteeing bonds and undertakings,required or permitted in all actions or proceedings,or
by law allowed,and
® Alea,in its name and as its attorney or attorneys-in-fact,or agent or agents to execute and guarantee the conditions of any and all
bonds,recognizances,obligations,stipulations, undertakings or anything in the nature of either of the same.which are or may by law,
municipal or otherwise,or by any Statute of the United States or of any State or Territory of the United States or of the Provinces of the
Dominion of Canada or of the Colony of Newfoundland,or by the rules,regulations,orders,customs,practice or discretion of any board,
body,organisation,office or officer,local,municipal or otherwise,be allowed,required or permitted to be executed,made, taken,given,
tendered,accepted,filed or recorded for the security or protection of,by or for any person or persons,corporation,body,office,interest,
municipality or other association or organization whatsoever,in any and all capacities whatsoever.conditioned for the doing or not doing
of anything or any conditions which may be provided for in any such bond, recognizance, obligation, stipulation, or undertaking, or
anything in the nature of either of the same.
I, H. G. Sachse ,an Assistant Secretary of the UNITED STATES FIDELITY AND
GUARANTY COMPANY,do hereby certify that the foregoing is a full, true and correct copy of the original power of attorney given
by said Company to Lyman L. Winter
of • Jefferson City, Missouri ,authorizing and empowering him to sign bonds as therein set
forth,which power of attorney has never been revoked and is still in full force and effect.
And 1 do further certify that said Power of Attorney was given in pursuance of a resolution adopted at a regular meeting of the
Board of Directors of said Company,duly called and held at the office of the Company in the City of Baltimore,on the i f th day of
July. 1910,at which meeting a quorum of the Board of Directors was present.and that the foregoing is a true and correct copy of said
resolution,and the whole thereof as recorded in the minutes of said meeting.
M Testimony Whereof, `Dhav here kt se my hand and the seal of the UNITED STATES FIDELITY AND GUARANTY
COMPANY on .�L� ,
® uldar f
•
SECTION B
BID FORM
® PROPOSAL
FOR V_4;_ z GENERAL CONTRACT WORK DATE /7 1965
New Terminal Building For
Jefferson City Memorial Airport
Jefferson City, Missouri
Gentlemen:
The undersigned, in compliance with your Invitation for Bids for the work of con-
structing a new Airport Terminal Building for Jefferson City Memorial Airport,
Jefferson City, Missouri, having examined the Plans and Specifications with re-
lated documents and the site of the proposed work, and being familiar with all the
conditions surrounding the construction of the proposed project, hereby proposes
to furnish all labor, materials and supplies, and to construct the project in accord-
ance with the Contract Documents, within the time set forth herein, and at the
prices stated below. These prices are to cover all expenses incurred in performing
the work required under the Contract Documents of which this Proposal is a part.
I (or we) acknowledge receipt of the following Addendum:
-�4 l
If this proposal is accepted, the undersigned agrees to begin work under this Contract
on a date to be specified in a written order by the Architect and fully complete all the
work thereunder within . `L. ZS calendar days from and in-
cluding said date. For each day that the work remains unfinished after date for com-
pletion, the undersigned will pay the Owner the sum of twenty-five ($25. 00) Dollars
per day as liquidated damages for failure to complete the work in the time set out
above, except as provided under A. I.A. General Conditions, Art. 18.
BASE PROPOSAL:
To include building complete as per Plans and Specifications, including Plumbing;
Heating, Ventilating and Air Conditioning; and Electrical Work.
This stipulated sum shall include all commissions, overhead, and fees for inclusion
under General Contract of sub-contracts listed below. The undersigned agrees to
assume management and responsibility of these trades, make no claim beyond
amount stated below and agrees that status of these subcontractors shall be identical
with that of such subcontractors as General Contractor uses for other trades.
•
B-1
r
1. BUILDING
,f
Less I ems 2-4 Incl. listed below i�«a
2. ELECTRICAL
Name of ContractorA1 _,'0"P—/
3. PLUMBING
$ a7 O
Name of Contractor
4. HEATING, VENTILATING AND AIR CONDITIONING
$ ! �
Name of Contractor
BASE PROPOSAL
Total Bid Items 1-4 inclusive S
UNIT PRICES
Should the undersigned be required to perform work over and above that required by the
Contract Documents, or should he be ordered to omit work required by Contract Docu-
ments, he shall be paid an extra, or shall credit Owner, as the case may be, on the
basis of unit prices quoted herein; prices quoted being the sum total compensation
payable or creditable for such items of work.
NATURE OF WORK UNIT OF MEASURE EXTRA CREDIT
Rock Excavation
Earth Excavation C 7
Sidewalks (4" thick)
Concrete Curbs (8" x 2'-611) I'1
® Concrete in Place
Forms in Place S
Finishing Concrete
Reinforcing Rods in Place
Reinforcing Mesh in Place "o
The Prevailing Wage Rate as determined by the Industrial Commission of Missouri,
copy included herewith, will be paid on this job.
SIGNED �!
6
Firm Bidding
B-2
INDEX TO SPECIFICATIONS
SECTION CLASSIFICATION
Index
A Invitation for Bids
B Bid Form
C General Conditions
D Special Conditions
100 Demolition and Removal of Debris
200 Shoring
300 Excavating and Grading
400 Waterproofing and Dampproofing
500 Concrete
600 Masonry
700 Structural Steel, Steel joists and Miscellaneous Metal
800 Structural Roof Deck
900 Roofing and Roof Insulation
1000 Sheet Metal
1100 Hollow Metal Doors and Frames
1200 Carpentry and Millwork
1300 Glass and Glazing
1400 Caulking
1500 Aluminum Curtainwall
1600 Furring, Lathing & Plastering
1700 Painting
1800 Toilet Partitions
1900 Floor Covering
2000 Finish Hardware
2100 Ceramic Tile
2200 Acoustical Tile
2300 Terrazzo
2400 Aluminum Glazed Wall's„ Doors and Frames
2500 Specialty Items
3000 Plumbing
4000 Heating, Ventilating and Air Conditioning
5000 Electrical
SECTION A
INVITATION FOR BIDS
Sealed proposals'in duplicate for the construction of an Airport Terminal Building
for Jefferson City Memorial Airport, Jefferson City, Missouri, will be received
by the City of Jefferson at the office of the City Clerk until 8:00 P.M. , March 17,
1965, at which time the Proposals will be publicly opened and read.
Proposals will be received as follows:
General Contract
including
Plumbing; Heating, Ventilating and Air Conditioning; and Electrical work.
in accordance with Drawings and Specifications prepared by Snipes and Capps ,
Architects.
Each Proposal must be accompanied by a certified check or Bidder's Bond in an
amount equal to five (5%) per cent of the total bid, made payable to the City of
® Jefferson, as a guarantee that the Bidder will execute Contract and furnish Bond
as required.
Any Bids received after closing time will be returned unopened. No Bid may be
withdrawn after scheduled closing time for Receipt of Bids, for at least thirty (30)
days. The City of Jefferson reserves the right to reject any or all Bids and to
waive any informality in Bids received.
General Contractors may obtain one (1) set of Drawings and Specifications from
the Office of Snipes and Capps, Architects , 420 Madison, Jefferson City, Missouri,
upon deposit of twenty-five ($25 . 00) dollars . Additional sets will be furnished for
the actual cost of printing. Any Bidder returning such set of Plans and Specifications
in good condition within ten (10) days after receipt of Bids will be refunded his
payment.
The Prevailing Rate of Wages as determined by the Industrial Commission of
Missouri will be paid on this job. A schedule of hourly rates will be included in
the Specifications .
A-1
SECTION B
BID FORM
PROPOSAL
FOR
GENERAL CONTRACT WORK DATE 1965
New Terminal Building For
Jefferson City Memorial Airport
Jefferson City, Missouri
Gentlemen:
The undersigned, in compliance with your Invitation for Bids for the work of con-
structing a new Airport Terminal Building for Jefferson City Memorial Airport,
Jefferson City, Missouri, having examined the Plans and Specifications with re-
lated documents and the site of the proposed work, and being familiar with all the
conditions surrounding the construction of the proposed project, hereby proposes
to furnish all labor, materials and supplies, and to construct the project in accord-
ance with the Contract Documents, within the time set forth herein, and at the
® prices stated below. These prices are to cover all expenses incurred in performing
the work required under the Contract Documents of which this Proposal is a part.
I (or we) acknowledge receipt of the following Addendum-
If this proposal is accepted, the undersigned agrees to begin work under this Contract
on a date to be specified in a written order by the Architect and fully complete all the
work thereunder within calendar days from and in-
cluding said date. For each day that the work remains unfinished after date for com-
pletion, the undersigned will pay the Owner the sum of twenty-five ($25. 00) Dollars
per day as liquidated damages for failure to complete the work in the time set out
above, except as provided under A. I.A. General Conditions, Art. 18.
BASE PROPOSAL:
To include building complete as per Plans and Specifications, including Plumbing;
Heating, Ventilating and Air Conditioning; and Electrical Work.
This stipulated sum shall include all commissions, overhead, and fees for inclusion
under General Contract of sub-contracts listed below. The undersigned agrees to
assume management and responsibility of these trades, make no claim beyond
amount stated below and agrees that status of these subcontractors shall be identical
with that of such subcontractors as General Contractor uses for other trades.
B-1
1. BUILDING
S
Less Items 2-4 incl. listed below
2. ELECTRICAL
Name of Contractor
3. PLUMBING
$
Name of Contractor
4. HEATING, VENTILATING AND AIR CONDITIONING
Name of Contractor
BASE PROPOSAL
Total Bid Items 1-4 inclusive $
UNIT PRICES
Should the undersigned be required to perform work over and above that required by the
Contract Documents, or should he be ordered to omit work required by Contract Docu-
ments, he shall be paid an extra, or shall credit Owner, as the case may be, on the
basis of unit prices quoted herein; prices quoted being the sum total compensation
payable or creditable for such items of work.
NATURE OF WORK UNIT OF MEASURE EXTRA CREDIT
Rock Excavation
Earth Excavation
Sidewalks (4" thick)
Concrete Curbs (8" x 2'-6")
® Concrete in Place
Forms in Place
Finishing Concrete
Reinforcing Rods in Place
Reinforcing Mesh in Place
The Prevailing Wage Rate as determined by the Industrial Commission of Missouri,
copy included herewith, will be paid on this job.
SIGNED
•
Firm Bidding
B-2
PREVAILING WAGE RATES
NEW TERMINAL BUILDING FOR
JEFFERSON CITY MEMORIAL AIRPORT
JEFFERSON CITY, MISSOURI
CRAFTS RATE OVERTIME
Per Hour Rate
BRICKLAYERS----------------------------------- -- 3. 875 1__
Foreman--2 men or more 4. 125 1
Tender (Hod Carriers--Jurisdiction Laborers) 2. 85 1
CARPENTERS-------------------------------------- 3. 725 1
Foreman--2 men or more plus . 25 1
CEMENT MASONS -------------------------------- 3. 25 1
ELECTRICIANS (Inside Wireman)-------------------- 4. 10 1
Foreman--5 men or less 4. 35 1
ENGINEERS--------------------------------------
Portable and Hoisting: Light Equipment 3. 925 1
FITTERS----------------------------------------- 4: 275 1
Foreman 4. 65 1
GLAZIERS --------------------------------------- 4. 51 2
LABORERS--(Building--Common) ------------------- 2. 75 1
Labor Foreman 3. 15 1
LATHERS--Metal, NVood --------------------------- 3. 375 1
Foreman (More than one man on job) Scale plus $2. 00 per day 1
LINOLEUM LAYERS AND CUTTERS ------------------ 3. 725 1
Foreman plus . 25 1
PAINTERS--------------------------------------- 3. 55 1
Painters, Spray 4. 05 1
Foreman plus . 25 1
PLASTERS--------------------------------------- 3. 50 1
Plaster Tender or Helper 2. 85 1
PLUMBERS-------------------------------------- 4. 275 1
Foreman 4. 65 1
ROD MEN, Reinforcing, Steel Workers-------------- 4. 375- 1
Foreman--2 men or more 4. 725 1
ROOFERS--Composition, Slate, Tile---------------- 2. 25 2
Foreman plus . 25 2
SHEET METAL WORKERS-------------------------- 3. 85 2
Foreman plus . 25 2
STRUCTURAL IRON WORKERS----------------------- 4. 375 1
Foreman -- 2 men or more 4. 725 1
TERRAZZO WORKERS------------------------------ 3. 725 1
TILE LAYERS--For Flooring and Walls --------------- 3. 725 1
Foreman plus . 25 1
TRUCK DRIVERS (Teamsters, Chauffeurs, Warehousemen
and Helpers)------------------- 2. 225 * 2
WELDERS, Acetylene and Electric, N. O. S. ---------- **
* Truck Drivers come within the purview of the law only when the hauling of
materials or equipment includes some phase of construction other than the
mere transportation to the site of construction.
** Welders receive rate prescribed for craft performing operation to whic h
welding is incidental.
Overtime Rate No. 1: Means double time for all overtime worked during
work week and Saturdays, Sundays and holidays.
Overtime Rate No. 2: Means time and one-half for overtime worked
during work week and on Saturdays, Sundays and
holidays.
THE ABOVE RATES ARE THE MINIMUM RATES. HIGHER RATES MAY BE PAID
IF NECESSARY.
B-3
SECTION C
GENERAL CONDITIONS
1. STANDARD A.I.A. FORMS:
General Conditions of the contract, Standard Form A2, sixth edition of the
American Institute of Architects are hereby made a part of this specification to
-the same extent as if bound herein. The General Conditions, including Modifi-
cations and Special Conditions herein shall become a part of the contract and
shall apply to all contractors and sub-contractors. Copies of General Con-
ditions may be examined or obtained at the Architect's office.
MODIFICATIONS TO GENERAL CONDITIONS
2. DRAWINGS FURNISHED:
a. Article 4 of General Conditions shall be changed toread as follows:
"The Architect will furnish free of charge ten sets of working draw-
ings and ten sets of specifications. Contractor shall pay the cost
of reproduction for all other copies of drawings and specifications
furnished to him. "
3. PERMITS:
a. Article 11 of General Conditions shall have second and third sentences
changed to read as follows:
"The Contractor shall obtain and pay for all permits, licenses,
certificates, inspection and other legal. fees required, both
permanent and temporary. "
4. INSURANCE•
a. Article 28 of General Conditions shall be modified as follows:
"The Contractor shall pay for and maintain Owner's liability
insurance as described in Article 28. Certificate of insurance
.shall be filed with the Architect and be subject to his approval
for adequacy of protection. "
b. Article 29 to General Conditions shall be modified as follows:
"The Contractor shall pay for and maintain fire insurance in the
amount of 100 percent of the insurable value thereof as described
in Article 29, and in addition, shall maintain insurance to protect
the owner from damage by hail, tornado and hurricane upon the
.entire work to at least 50 percent of the insurable value thereof.
Certificates of insurance shall be filed with the Architect. "
5 . GUARANTY BOND:
a. Article 30 of General Conditions shall be modified as follows:
"Prior to signing Contract, the Contractor shall arrange to furnish
performance bond in the amount of 100% of contract price, to
cover faithful performance of contract and payment of all obliga-
tions arising thereunder. Bond shall be in such form as Owner
may prescribe and with such securities as he may approve.
Premium to be paid by General Contractor. "
C-1
6. CLEANING UP:
a. Article 44 of General Conditions shall be modified as follows:
"In addition to removal of rubbish and leaving the buildings broom
clean, Contractor shall clean all glass; replace any broken glass;
remove stains, spots, marks and dirt from decorated work; clean
hardware, remove paint spots and smears from all surfaces, and
clean fixtures. " Generally all work shall be r,lean and in first
class condition when turned over for final inapec+ion.
SECTION D
SPECIAL CONDITIONS
1. ALTERNATES:
Each Bidder is required to bid on all alternates and contract items as listed in
the Proposal.
2. CONTRACT SECURITY:
The Contractor shall furnish a surety bond in the amount equal to 100% of the
Contract price as security for the faithful performance of this Contract and
for the payment of all persons performing labor and furnishing materials in
connection with this Contract. Bond shall be in such form as Owner may pre-
scribe and with securities as he may approve. Premium to be paid by General
Contractor.
3. CONTRACTOR'S INSURANCE:
The Contractor shall not commence work under this Contract until he has ob-
tained all insurance required under this paragraph and such insurance has been
approved by the Owner, nor shall the Contractor allow any sub-contractor to
commence work on his sub-contract until all similar insurance required of the
sub-contractor has been so obtained and approved.
® 4. COMPENSATION INSURANCE:
The Contractor shall take out and maintain during the life of this Contract,
Workmen's Compensation Insurance for all of his employees at the site of the
project and, in case any work is sub-let, the Contractor shall require insurance
for all of the latter's employees unless such employees are covered by the pro-
tection afforded by the Contractor. In case any class of employees engaged
in hazardous work under this Contract at the site of the project is not protected
under the Workmen's Compensation Statute, the Contractor shall provide and
shall cause each sub-contractor to provide adequate and suitable insurance
for the protection of his employees not otherwise protected.
S. PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE:
The Contractor shall take out and maintain during the life of this Contract,
such public liability and property damage insurance as shall protect him and
any sub-contractor performing work covered by this Contract from claims and
any damage for personal injury; including accidental death as well as from
claims for property damages, which may arise from operations under this
Contract whether such operations by himself or by any sub-contractor or by
anyone directly or indirectly employed by either of them and the amounts of
each insurance shall be as follows;
C-2 D-1
0
pub Ifc: Lin WIIty Irit.l11rf1 It iI 1 ' ', 111 11; i,trl , QO i l,)O f()r iniII,ir':
1.11c,111c.1ing occidentol d("IIII tr) ill)tj Oil" ) 'T ;' til (11'f1 I!l!) ')'t to t!)I! 1i11c' ihilit
for C)ac.I1 i1; ,:Ili 1:11O1 1" 11 o 1, 11,,)11 !JIM) , Of)11 , !I0 t)r) rl('(:OI III t of ofIo
aCcidefit; ontl 1'1'operIv l. oii,,! I ill!;llronc'. 1i1 i,M i1114,)GiIt clot Ier;:, tJIaI1 :iSO , 000 00,
6. PiZOO17 OF CARRiAGI: OI' INSURANCE:
The Contractor shall furnish the Owner with satisfactory proof of carriage of
the insurance require(1.
7. EQUIPMENT:
The Contractor shall furnish all labor, materials , scaffolding , ladders , planking,
runs , centering, false wo.k and forme , 'cols , rriachinery, implements , transpor-
tation , cartac;e, .finishlnC; of hi V1C)0k, alld its connoct ion to the work of other
contractors , notwithstanding each and every item necessary may not be parti-
cularly shown or described to the end tha� the work as a whole may be delivered
in a perfect and undamaged condit:.on,
It shall be undorstood that, t.lie inspections and dcceptanco of materials and
work at the mill, shop, or nny place where materials anJ work are in the course
of preparation to faciPtatc th-� progress of the work shall not preclude rejection
at the building if the same: be found Unsuitable or Riot ir, _iccordance with the
Specifications or Drawings .
8. GUARANTEE:
Except where otherwise stipulated in the Contract Documents , the Contractor
shall , as part of his Contract, guarantee all materials and workmanship
furnished under this Contract for a period of one year after the date of final
acceptance of the woO. by the Architect and shall repair and make good , without
expense to the Owner, and all defects in his work which appear or may develop
within that time. All required guarantees shall be submitted to the Architect on
approved form before the building will be accepted ,
9. MEASUREMENTS.:
Except where otherwise stipulated in the Contract . be-fore ordering any material
or doing any work, the Contractor shall verify all measurements at the site or
at the building and shall be wholly responsible for the correctness of same.
No extra charge or, compensation will be .11owed on account of any difference
between actual dimensions and the dimensions indicated on the Drawings; any
difference which may be found shall be submitted to the Architect for consider-
ation before proceeding with the work ,
10 . SANITARY ARRANGEMENTS:
From the cornmencemen` to completion of the operations , approved sanitary
arrangements shall be provided by the General Contractor,
All sanitary arrangement: shall be acceptable to the Public Authorities having
jurisdiction .
11 . TELEPHONE:
The Contractor shall provide in the job office , a telephone, or make other
suitable telephone arrangements approved by the Architect. The telephone
shall be in use from the commcnc:ement of operations at the site until substantial
completion of the building.
D-2
12 . TEMPORARY WATER:
The General Contractor shall obtain and pay all necessary water for the building
operations , including also all necessary piping , hose, connections, etc. Before
submoting proposal, the source of such temporary water shall be ascertained.
Ali water used inside the building shall be in water-tight metal containers. Par-
ticular care shall be taken to avoid splattering or spilling of water in the building.
13. TEMPORARY HEAT:
The General Contractor shall provide all heat including equipment, fuel and
attendance required during the course of construction.
Before the permanent heating system is ready for use, the facilities provided for
temporary heat shall be of non-smudging type as approved by the Architect.
The permanent heating system may be used for temporary heat when installed.
Upon completion of the construction, and before acceptance of the building, the
General Contractor shall repair any damage caused by such temporary use. In
connection with the temporary use of the permanent heating system, the General
Contractor shall pay for all necessary temporary connections.
When the outside temperature is below freezing, the inside of the building shall
be kept at or above 40 degrees F. at all times, day and night. While painting
and finishing are going on the temperature shall be kept at not less than 60
degrees F.
The General Contractor shall make good all damage caused by insufficient heat.
14. TEMPORARY LIGHT AND POWER:
The General Contractor shall obtain and pay for all temporary light and power re-
quired for operations, including any necessary wiring and setting of poles. All
work shall conform with the requirements of the National Board of Fire Under-
writers, whose certificate of approval shall be obtained and filed with the
Architect, before temporary light and power are used. When temporary light is
being used inside the building it shall be placed in the locations where the
permanent lighting fixtures shall be installed.
15. SHEDS
Cement, lime and other materials subject to deterioration by the weather shall be
stored in weathertight sheds with tight doors at least six inches off the ground.
The Contractor must use every precaution to protect the trees, shrubbery, etc.
and upon final completion he must wash windows, remove paint and plaster from
hardware, etc. , and leave the building broom clean. Remove all old materials
from the grounds.
16. TAXES:
The Contractor and all sub-coritractors shall include in the Proposal all neces-
sary compensation tax, social security payments, and withholding payments as
required by law and shall indemnify and save harmless the Owner of and from any
and all claims and demands made against it by virtue of the failure of the
General Contractor or any sub-contractor to comply with the provisions of any
or all said laws, and amendments.
•
17 . TIME OF COMPLETION:
The General Contractor shall commence work under his Contract on a date to be
D-3
spe:-ified in a written order of the Architects and shall fully complete the work
th rei-► der within the number of calendar days stated in his Proposal.
18. LTQTTIDATED DAMAGES:
Time is an essence of the Contract and the work must be prosecuted diligently
with sufficient number of workmen and a sufficient supply of materials to com-
plete the work within the time stated.
This Contractor agrees that should he fail to fully complete the work within the
time stated In his Proposal he shall pay the owner as fixed, agreed and liquidated
damages, aid not as a penalty, the sum of Twenty-Five Dollars ($25.00) , for
each calendar day of delay until the work is completed and accepted, and that
additional time is to be allowed only as stipulated in the Contract documents.
19. $XAMINATION OF SITE:
The site for this work is as shown on the plot plan. Each Contractor shall visit
the site before bidding and shall check grades , elevations, and all existing con-
ditions and shall call the Architect's attention to any discrepancies in writing,
otherwise he shall be held responsible for the accuracy of same insofar as they
affect the work under the Contract.
20. PREPARATION OF SITE:
The Contractor shall accept the site in its present condition and shall do all work
which may be required to produce the completed building as shown on the Plans
and Specifications.
Contractor shall, immediately upon entering project site for purpose of beginning
work, locate all general reference points and take such action as is necessary
to prevent their destruction; lay out his own work and be responsible for all
lines, elevations and measurements of building, grading, paving, utilities and
other work executed by him under the Contract. He must exercise proper pre-
caution to verify figures shown on drawings before laying out work and will be
held responsible for any error resulting from his failure to exercise such pre-
caution.
21 . SUB-CONTRACTS & .ALTERNATES:
® The General Contractor shall list sub-contracts and alternate contract items as
indicated in bid form. This is necessary because present budget may require the
withholding of some items at cost indicated.
22. STANDARD A.I.A. FORMS:
General Conditions of the Contract, Standard Form A-2, Sixth Edition of the
American,Institute of Architects are hereby made a part of this Specification to
the same extent as if bound herein. The-General Conditions, including modifi-
cations and Special Conditions herein, shall become a part of the Contract and
shall apply to all contractors and sub-contractors. Copies of General Conditions
may be examined or obtained at the Architect's office.
0
D-4
SECTION 100
DEMOLITION & REMOVAL OF DEBRIS
1. EXTENT OF WORK:
This Contractor shall furnish all labor, material and equipment for the complete
removal and demolition of all existing structure necessary for the alterations and new
work as indicated on the drawings.
2. WORKMANSHIP & OWNERSHIP:
All existing material unless otherwise called for shall become the property of
this contractor; however, if any material that is in good condition can be substituted
for new material called for on the drawings and these specifications, the General
Contractor shall give the owner fair credit for the material. Any material contem-
plated to be re-used must have written approval of the Architect.
3. PROTECTION:
This Contractor shall take all necessary precautions for the protection,ot the
® public and adjoining property owners during this and all operations of the work, i
cluded and necessary for the entire construction project.
SECTION 200
SHORING
1. EXTENT'OF WORK:
a. Provide, erect, and maintain all temporary shoring, timbers, cribbing,
supports, etc. , required for present building, banks, walls, floors, etc. , anc'
shall maintain same in satisfactory condition as long as necessary.
b. Plan all the above work so that it will interfere with the building work as
little as possible and so it will be entirel3FAhdependent.of all footings where possible.:..
c. This Contractor shall make good any damage resulting from failure of
supports or the non-observance of these requirements without additional cost to the
Owner.
100-1 4100-1
SECTION 300
EXCAVATING & GRADING
1. EXTENT OF WORK:
a. This work comprises all clearing site, stripping, excavating, rough and
finish grading, filling and compaction, and incidental or related items in connection
therewith necessary to complete the work as shown or specified, including but not
limited to:
Clearing site, Excavating and backfilling, Shoring and pumping, Tile Drains,
Rough and finish grading.
b. The following are not.included under this section of the Specifications:
Excavating and filling for mechanical trades,
Non-settling fill under slabs-on-ground.
2. CLEARING SITE:
a. The Contractor shall accept the premises as he finds them and shall remove
any and all other obstructions on the site, whether below or above grade, as may be
necessary for the proper completion of the work.
b. Remove all trees and shrubs, including stumps and major roots, from the
areas to be occupied by the building and surface improvements unless otherwise
indicated or directed.
3. EXCAVATING:
a. Excavate to the required width and depth for all work. Carry excavation
for wall out a sufficient distance to allow for placing, inspection and removal of
forms.
b. If satisfactory soil conditions are not found at the depths indicated immed-
iately notify the Architect in writing before proceeding further. Should the contractor
fail to notify the Architect, all settlements or damage to building caused by founda-
tions resting on soft or unsound earth shall be made good at the sole expense of the
contractor.
® c. Additional payment will be made for removal of all materials which are
encountered in work to obtain indicated lines or grades, which in Architect's
opinion will require use of air operated hammers, wedging or drilling, or blasting -
vertical payment lines for work: 12" beyond exterior neat lines of foundation walls
or column piers, to interior neat links of interior wall footings. Verticwl,payment r ¢
lines for footing trenches. ' Where same are independent of exterior building walls:
12" beyond footing neat lines payment will be made,ap per unit price bid therefor.
(No payment will be made unless work is authorized hf Architect in.writing.),:' IVo
additional payment will be made for removal of slabs on earth, existing walls,
sidewalks, curbs, paving, regardless of method used in removal: include such
work under stipulated sum.
d. Place no foundations on earth fill. Any excess cut under foundations due
to negligence shall be filled with concrete at the contractor's expense.
e. Protect from damage all active utilities encountered. Remove, plug,
or cap inactive or abandoned utilities.
• 4. SHORING AND PUMPING:
a. Shore and brace excavations as required to prevent cavings. Construct
the work of sound lumber, all accurately placed and securely braced. Remove
shoring when no longer needed.
300-1
9 0
b. Provide, maintain and operate sufficient pumping equipment to keep excava-
tions free of water at all times. Cunduct water a sufficient distance from building
foundations to prevent draina;,e to them.
s. BACKFILLING:
Place backfill in layers not exceeding eight (8) inches, loose measurement.
Soak each layer with water, and thoroughly tamp and consolidate the filling in place
after.water disappedrs.
6. FILLING AND COMPACTION:
a. Contractor shall submit a written statement to the architect indicating the
type and weight of equipment tc be used in compaction work.
b. The Contractor shall furnish all required test work as herein called for and
specified.
c. Use acceptable excavated earth for filling. Use nc frozen. materials.
Deposit a fill in layers of not mere than 'eight (8) inches loose measurements. All
fill shall be compacted try 90% of maximum density at optimum moisture content as
determined by the "Standard Test for Moisture Density Relations of Soil" ASTM-D698-
42T. Each 8" layer of compacted fill shall have one field density test for each
10,000 sq. ft. cf area.
Completed compacted fill shall have one field aensity test for each 10, 000
sq. ft. of area outside of building area and one field density test for each 5, 000
sq. ft. of area which is to receive concrete slabs.
d. Do not compact material when moisture content varies more than 2% of
optimum moisture content. Wetting or drying of fill shall be required if necessary
in the architect's opinion.
e. Placement of fill shall start in the deepest area and progress approximately
parallel to the finish grade.
f. No fill shall be placed in free standing water on areas receiving fill.
g. Compaction shall be suspended when in the architect's opinion satis-
factory results are not being obtained.
® h. Fill under all floor slabs may be sand placed in layers not exceeding
eight (8) inches. Soak each layer of sand fill with water and thoroughly tamp and
consolidate the filling in place. No field density tests will be required for sand
fill.
7. ROUGH GRADING:
a. Do all cutting, filling and grading to bring the following areas to the
required subgrades:
(1). Grade level under interior slabs-on-grc:und and sidewalks to within
four (4) inches of undersides of slab:. Four (4) inches of hard coarse gravel or
crushed rock with gradation of 1/2" diameter to ;1" diameter will be placed under
these slabs by the Concrete Contractor.
(2) Grade all outside area:; within the Contract limits shown, and all
other outside areas disturbed by the installation of other work or by construction
activities, to within four (4) inches of the finish grade lines unless otherwise
noted on the drawings.
300-2
b. Slope exterior grading away from building walls. Exterior finish grades not
otherwise indicated shall be uniform levels or slopes between points where levels
are given or between such points and existing finish grades.
c. At such times as will be designated bring all exterior and interior grading
to the proper elevation where shrinkage or settlement has occurred during the prdgress
of the work,
8. FINISH GRADING:
Cover all rough grading exterior of building (except where surface improvem t$s'
occur) with four (4)'inches of top soil. Top soil shall be free of stones over one (�) :
inch, -lumps, clods, plants or their roots, sticks and extraneous matter, Before •
placing topping, loose subsoil to depth of two (2) inches. (See plot plan for extent'
of rough and finish grading):
9. DISPOSAL OF MATERIALS:
Remove from the property all materials unsuitable for filling or grading, all 'l
debris and refuse, and all surplus excavated materials and top soil.
t
•
300-3
SECTION 400
WATERPROOFING & DAMPPROOFING
1 . EXTENT OF WORK:
The work required under this section includes all labor and material, equipment, and
services necessary to provide all waterproofing and dampproofing shown on the
drawings and hereinafter specified.
2. DAMPPROOFING CONCRETE FLOOR SLABS:
Vis Queen vapor barrier of 4 mil. (.004") thickness, or Scuf-Champ shall be
applied over gravel fill which has been smoothed. Vapor barrier shall be lapped
not less than six (6) inches with the top lap placed in the direction of the
spreading of the concrete. All vapor barrier shall be installed according to
manufacturer's recommendations.
3. WATERPROOFING:
Where differences of floor levels occur and where earth extends above floor line
a mastic waterproof compound shall be applied to a minimum thickness of 1/8 of
an inch. All mastic shall be composed of refined asphalt and asbestos fibre,
black, of such consistency that it may be spread evenly with trowel; when
applied to vertical surface to 1/8" thickness (not run, bleed or sag at 100
degrees F.) Mastic waterproofing shall be Sonneborn Hydrocide Mastic or approved
equal, and shall be applied in strict accordance with manufacturer"s printed
instructions.
4. MEMBRANE FLASHING:
Wall Flashing, sill flashing, curb flashing, or as called for elsewhere on
Drawings, shall be "Nervastral" Seal-Pruf H-D as manufactured by the Rubber
& Plastic Compound Co. , Inc. , Rockefeller Center, New York 20, N.Y. , or
approved equal. ("Nervastral" rigid 20 gauge flashing may be used where
practical in lieu of "Nervastral" H-D as outlined above.)
5. WATERSTOPS:
Waterstbps at vertical junctions of concrete pours and expansion joints and where
shown on the drawings shall be type shown and as manufactured by Water Seals,
Inc. , 9 South Clinton Street, Chicago 6, Illinois, or approved equal.
6. GUARANTEE:
The Contractor shall furnish a written guarantee to the Owner, stating that the
surfaces which have been waterproofed are guaranteed for a period of two years.
If leaks or dampness shall develop in areas treated, upon request, the Con-
tractor shall promptly make repairs thereto. This guarantee shall cover costs
of removal and replacement of defective portions as directed, including all
work preliminary to and following replacement of defective portions .
400-1
SECTION 500
CONCRETE
1 . EXTENT OF WORK:
a. Work under this section shall include all labor, materials, equipment, etc. ,
necessary to complete the concrete work as detailed on the drawings and herein
specified.
b. Provide all concrete work for mechanical trades . Openings are to be set
in the field by these respective trades .
2. MATERIALS:
a. Portland Cement: Shall be as manufactured by the Marquette Cement
Manufacturing Company, or approved equal, conforming to A.S.T.M. specifications
C 150; use Type 3 where high early strength concrete is designated and Type 1 for
all other concrete work. Contractor shall use only one brand of cement throughout
to eliminate color variation.
b. Coarse Aggregate: Hard durable, uncoated crushed stone or gravel con-
forming to A.S.T.M. Specification C 33-52. Maximum size aggregate allowed is
1/5 of narrowest dimension between forms of the concrete member of 3/4 or minimum
clear spacing between reinforcing bars. For concrete having an exterior surface
exposed:
95 to 100% shall pass a 1-1/2 inch sieve
35 to 70% shall pass a 3/4 inch sieve
10 to 30% shall pass a 3/8 inch sieve and
5% shall pass a No. 4 sieve.
Percentages are by weight. For cement finish use 1/8 inch minimum and 3/8 inch
maximum aggregate.
c. Fine Aggregate: Sand shall be clean, hard, durable, uncoated grains free
from salt, loam, and clay. Grade in size from fine to coarse with:
95 to 100% passing No. 4 sieve
50 to 85% passing No. 16 sieve
10 to 30% passing No. 50 sieve and
2 to 10% passing No. 100 sieve.
Percentages are by weight. If Missouri River sand is used, it must be washed and
particles of coal, lignite, and other substances containing clay, coal or iron shall
be removed by suitable means.
d. Mixing Water: Shall be fit for human consumption.
e. _Reinforcing Steel: Intermediate billet, A.S.T.M. A15.
f. Steel Fabric Reinforcing: Steel wire spot welded, conforming to A.S.T.M.
designation A-185 and of size indicated. Where size is not noted, it shall be
6 x6 inch, No. 10 gauge. Use steel fabric reinforcing in all concrete slabs on grade
or fill, reinforced concrete slabs, sidewalks, slabs on steel joists, and elsewhere
indicated. Lap 6" (six inches) and wire together.
g., Metal Accessories: Include all spaces, chairs, ties and other devices
necessary for properly placing, spacing, supporting and fastening reinforcement
. in place.
500-1
h. Expansion Joints: Premolded joint filler strips, thickness as indicated on
Drawings, of premolded resilient compressible, re-expanding, non-extruding bitum-
inous and fiber material, saturated uniformly with at least 35% but not over 50% by
weight of approved asphalt, and shall extend the full depth of slab.
3. STORAGE OF MATERIALS:
Store cement and aggregates in such a manner as to prevent deterioration or in- ,
trusion of foreign matter. Protect all reinforcement until used. Any material that
has deteriorated or has been damaged shall not be used for concrete.
4. TYPE OF FORMS AND FINISHES:
a. Smooth Finish: 'Where concrete surfaces are exposed, use 9/16" Douglas
Fir Plyform Plywood forms. Sheets shall be as large as possible with smooth even
edges and installed with close joints. All forms shall be thoroughly clearied and
given two coats of paraffin base oil before each pouring. Joint marks and fins shall
be smoothed off and surfaces left smooth, dense and free from honeycombing,
prominent grain markings and bulges or depressions. All imperfections shall be
corrected to the satisfaction of the Architect.
b. Metal forms may be used when approved by the Architect.
`® 5. CONSTRUCTION OF FORMS:
a. Construct forms to the shape, lines and dimensions shown, plumb and
straight and sufficiently tight to prevent leakage; securely brace and shore forms
to prevent displacement and to safely support construction loads. Provide access
openings to clean and inspect forms and reinforcing prior to depositing concrete.
b. Where soil conditions will permit excavation to accurate sizes without
bracing, side forms for footings may be omitted.
c. Form ties shall be of an approved type so arranged that no metal will be
within one (1) inch of concrete surfaces after forms are removed. Wire ties shall
not be used, except as approved.
6. PLACING REINFORCEMENT:
a. Place all reinforcement in strict accordance with the latest edition of
-Building Code Requirements for Reinforced Concrete" published by the American �.
Concrete Institute. A copy of this manual is on file in the Architect's office.
b. Reinforcing shall be free of rust at the time of depositing.
7. FASTENING FOR OTHER TRADES:
Install all fastenings required by other trades.
8. CONCRETE DESIGN DATA:
All concrete shall attain a strength of 3000 p. s. I. at 28 days, or as otherwise
noted on the drawing design notes. The water cement ratio shall not exceed 6
U. S. Gallons of water per 94 lb. sack of cement.
,r,,..,,,w,.«. ....�. .... .,..,airtir.a..ai�wrw:.:+..�iro.a..b•.r.�,+a�.•�iw+�Kar:�ai
9. MDCING CONCRETE:
Concrete shall be ready mixed, but job mixing will be allowed if it is done
in such a manner as will insure a uniform distribution of materials throughout and
a consistency of pours. (This must be approved by Architect. )
500-2
10. TESTS:
a. During the progress of the work compression tests shall be made in accord-
ance with the Standard Method of Making and Curing Concrete Ct mpression and
Flexure Test Specimens in the Field (A. S. T. M. Design C 31). Each test shall con-
sist of one laboratory control cylinder and one field control cylinder.
b. At least one test shall be made for each 50 yards of concrete placed.
c. The standard age of test will be 28 days; however 7-day test-,, may be used,
provided that the relation between the 7-day and 28-day strengths of concrete is
established by test for the materia,s and proportions used.
'd. Contractor shall, at his expense, send the test cylinders to an authorized
testing laboratory and obtain test results which shall be furnished in d,:plicate
direct to Architect from laboratory.
e. (1) The Architect will make slump tests thrcughout the progress of work.
These slump tests will be used for adjusting the amount of water added in mixing
concrete.
(2) The slump, when measured by the slump test shall not exr:eed 4" for
Aft
IM slabs, and for all other work shall not exceed 4" when the concrete is to be vibrated,
and in no case shall the slump exceed 5".
f. If any tests indicate strength lower than specified, the architect may
require the work in the area of the test to be removed and redone.
11. PLACING CONCRETE:
a. Place no concrete until foundations, forms, reinforcing steel, pipes, con-
duits, sleeves, hangers, anchors, inserts, and other work required to be built into
concrete has been inspected and approved by the Architect. Before pouring footings
or foundations, see that bottoms of excavations are undisturbed earth, properly
leveled off and tamped. Thoroughly wet wood forms prior to placing concrete.
b. joints not indicated on the drawings shall be so made ar.d located as to
least impair the strength of the structure. Where a joint is to be made, the surface
of the concrete shall be thoroughly cleaned and all laitance removed. In addition
to the foregoing, vertical joints shall be thoroughly wetted, but net saturated,
and slushed with a coat of neat cement grout immediately before placing new con- '.
crete. Location of construction joints shall be approved by the Architect.
r
c. Use internal type mechanical vibrators and hand spading as necessary
to produce firm, compacted concrete, free from honeycomb.
12. PROTECTION AND CURING:
a. Protect concrete against frost and rapid drying, and keep moist for at
least six (6) days after placing. Concrete from which forms are removed within six
(6) days after pouring, and cement finished shall be sprayed during the curing
period as frequently as drying conditions may require and if necessary, protected
by suitable temporary coverings. Cover cement finishes with mats or waterproof
paper within 24 hours after finishing and maintain in good condition until the in-
stallation of permanent floor covering, or until directed. Covering shall be of a
type that will not stain or discolor finished concrete surfaces. No concrete shall
be placed on frozen soil.
• 13. PATCHING:
a. Any concrete which is not formed as shown on plans or for any reason
500-3
is out of alignment or level or shows a defective surface shall be considered as not
conform ing with th, intent of these Specifications and shall be removed from the job
by th. Contractor at his expense, unless the Architect grants permission to patch the
defec:t.v a area, which shall be done as prescribed by the Architect. Permission to
patch any such area shall not be considered a waiver of the Architect's right to
requir? complete removal if the defective work of the patching does not, in his opinion,
satisfactorily restore the quality and appearance of the surface.
r
b. Immediately after removing forms, all concrete surfaces shall be inspected
and any poor joints, voids , stone pockets, or other areas permitted by the Architect
to be patched and all the holes shall at once be patched bef�-re the concrete is
thoroughly dry.
14. FINISHES:
a. . Rubbed finish exterior concrete walls, curbs, etc. - when practicable rub
surfaces while concrete is still green. Remove fins, projections; level offsets. Wet
surfaces thoroughly and keep in that condition until work in each section is com-
pleted. Rub surfaces with cement or carborundum bricks, water, until hollows, lines,
form marks, and surplus materials have been removed; leave surface finish uniformly
smooth; wash clean. Where rubbed finish is required for exterior concrete walls,
curbs, extend finish 4 inches below finished grade. Do not use mortar or grout in
® rubbing.
b. Screed and wood float all areaway floor slabs to an approved finish.
Pitch floors to drains as indicated.
c. Finish all interior floor slabs monolithically.
d. Finish concrete floors of exterior part of en*_:ances monolithically. Float
into the surface 1/4 pound of Alundum fire aggregate, or approved equal, for each
square foot of surface, extending out 6'-0" minimum from exterior doors. `
15. CONCRETE SPLASH BLOCKS:
Provide concrete splash blocks for down: touts where indicated. Form blocks
approximately 30 inches long, 14 inches wide and 4 inches thick with depression
sloped to drain away from building. Ccmract earth to provide firm'base for blocks.
®16. FLOOR HARDENER:
Treat all interior cement and monolithically finished floors not to be covered with
other materials, also any bases or curbs in connection therewith, with Sonneborn's
Kure-N-Seal Liquid Floor Seal and Hardener: applying the material in strict accord-
ance with the manufacturer's printed directions.
17. WATERPROOFING ADMIXTURES:
All exposed exterior concrete walls of building to have integral waterproofing similar
to Truscon Zilicon waterproofing paste. Mix in accordance with directions of manu-
facturer, using not less than 7 lbs. of admixture per Cu. Yd.
18. OPENINGS - FILLING IN:
a. Provide all openings, holes, chases, and recesses in concrete as shown
or required, including those for pipes, ducts, and other work of the Mechanical and
Electrical Trades. Do not construct such parts without giving other Contractors
ample opportunity to lay out or install such items as they may require.
b. Do all filling of holes left iri concrete to receive the work of others, after
500-4
0
such work is in place. Provide all other miscellaneous concrete filling and grouting
shown or required to complete the work,
c. Where required, grout under and around all steel and iron work bearing on
® concrete, completely filling the spaces.
19. ELECTRICAL CONDUIT:
Electrical conduit below floor slab shall have a mi-nimum ci 2 inches of concrete on
all sides - Concrete furnished and placed by this C�,ntractrr.
20. SHOP DRAWINGS:
Contractor shall submit shop drawings fcr all reinforcing steel.. Drawings shall
show bending diagrams, assembly diagrams, splicing and laps of rods, shapes,
dimensions and details of bar reinforcing and accessories. Shop drawir.gs must
be approved by the Architect before proceeding with the work.
500-5
SECTION 600
MASONRY
1. EXTENT OF WORK:
a. See Drawings, schedules and details for type, quantity and location
of Masonry work required.
b. Walls and partitions shall be laid with combination of masonry materials
and of thickness indicated on drawings, except where optional or alternate
materials are permitted and as otherwise specified herein. Exposed face of all
masonry shall be sawed on a power tile saw. No broken edges or trowel cut edges
will be permitted.
2. MASONRY MATERIALS:
a. Concrete Masonry Units: A. S,T. M. Specifications C-90-52 Load-
bearing type, size 8" x 8" x 1611 , or as otherwise shown. Light-weight aggregate
shall be "Haydite" or equal. Provide all special blocks required. Blocks to be
furnished by manufacturer approved by Architect.
® b. Common Brick: A. S. T. M. Specifications, Grade NW.
c. Face Brick: Brick shall be Norman size, free from warpage, cracks and
unsightly defects; shall conform to current A. S. T. M. Specifications. Allow $115. 00
per M for brick delivered on site. Brick will be as selected by the Architect.
d. Load-Bearing and Non-Load-Bearing Structural Clay Tile:
(1) Structural clay tile shall conform to current A. S. T. M.
and Structural Clay Products Institute specifications.
(2) Load-bearing tile shall be grade LB and shall be used
throughout except for non-load-bearing partitions.
(3) Non-Load-Bearing tile shall be grade NB.
(4) All structural clay tile shall have scored face to receive
plaster unless otherwise noted on drawings.
(5) Structural clay tile shall be as manufactured by Midland
Brick and Tile Company, Chillicothe, Missouri, or
approved equal.
(6) All structural clay tile shall be laid up in strict accord-
ance with current recommended practices and specifica-
tions of the Structural Clay Products Institute.
3. MORTAR MATERIALS:
a. Masonry Cement. "Atlas" or "Marquette" or as approved by Architect.
Mortar for all exterior masonry and parge coats of exterior walls to be rendered
water resistant through integral use of Hydrocide powder as manufactured by
L. Sonneborn Sons, Inc. , New York 16, N. Y. Add mix to be used in strict
accordance with manufacturer's printed instruction.
b. Sand: Clean, sharp, and free from foreign materials.
•
600-1
c. Water: Potable.
d. Mix: 1 part cement - 3 parts sand by volume.
4. WALL REINFORCING:
All masonry walls throughout (interior and exterior) shall be reinforced with
standard weight, Dur-O-Wal, bright basic steel wall reinforcement or approved equal.
Wall reinforcement shall be proper width for width of wall used in and as recom-
mended by manufacturer. Lap all joints 6" minimum, use prefabricated corners, and
"T" intersections where wall intersect, as recommended by manufacturer. Rein-
forcement shall be placed in first and second bed joints (8" c. to c. ) above and below
openings and in every second bed joint (161' c. to c. ) throughout remainder of building.
In second bed joint reinforcement shall extend two feet beyond each side of opening.
No reinforcement shall pass through vertical masonry control joints.
5. CONTROL JOINTS:
Shall be rapid regular rubber 75-85 control joint as manufactured by Dur-O-
Wall. Control joints shall be located at 20'-0'" o. c. , maximum throughout the
masonry walls. Verify location with Architect before commencing masonry work.
6. CONCRETE UNITS - LAYING:
a. Use concrete masonry units for walls, furring and partitions where so
noted on drawings. Provide straight end units for openings; corners and bonders
as required; and any other special shapes or sizes indicated or required to com-
plete the work as shown.
b. Lay hollow units with cells vertically so that main bearing webs are in
proper relation with units below. Work joints so as to bond with any facing or
backing materials. Use concrete brisk only for concealed fillings where necessary.
c. Lay all bed contacts in full beds of mortar. Fill all side contacts at
Joints with mortar. Plaster backs of units placed against other walls with 1/2 inch
of mortar.
d. Lay exposed work with units of the sizes shown and with jointing as
indicated. Keep exposed joints of a uniform width of not over 3/8 inch and press
tool them as directed by Architect.
e. Extend partitions from rough slabs to the structural ceiling above unless
otherwise shown, wedge at ceiling and fill joints with mortar. Lay partition block
in regular bond.
f. Bond every 2nd course in partitions to joining walls with "Dur-O-Wal"
mesh as specified.
g. Press tool all joints in exposed work as directed by Architect. Cut
off other joints flush.
h. Broken or defective block shall not be used. No spalled, broken-
cornered, or otherwise imperfect block shall be used on exposed work.
I. All interior exposed haydite block walls shall be laid in stacked joint
pattern with vertical joints lined plumb and true.
J. Finished block work to be rubbed with a carborundum stone to remove
excess mortar from joints and smooth blockwork.
600-2
7. BRZCKWORK - LAYING:
a. Use face brick for facing all exterior walls, except where other material
® is shown or specified.
(1) Before starting face brick work, lay up a sample wall, about 2 x 3
feet, for approval. Dispose of sample wall when directed.
b. Carefully lay out face work in advance to make all joints fit the open-
ings, reveals and other work.
c. Lay brick with a shove joint on a full, evenly spread bed of mortar.
Fully coat the ends of stretchers and sides of headers before laying. Slush all
vertical joints full before laying the next course.
d. Parge the back of all face brick, or the face of all back-up materials,
with a 3/8-inch coat of setting mortar.
e. Bond face brick to backing with wire mesh or approved metal ties, at
least one tie for every 2 sq. ft, of surface; space wire ties, wire mesh ties,
corrugated or crimped metal ties not over 18" apart horizontally and every sixth
® course (about 1611) vertically, extend ties 4" into backing and to within 1/2" of
facing joining exposed surface.
f. Press tool all joints in face brickwork as directed. Cut joints flush
in work which is to be covered in. Finish other joints smooth.
g. No spalled, chipped, or broken-cornered face brick shall be used .on
exposed work.
h. Brick shall be properly wetted before laying. Consult Architect.
8. MISCELLANEOUS:
a. Provide all grout under and in relation to steel work. Grout solid all
metal frames against masonry.
b. Do not tooth masonry, but rack back when starting fresh work.
® c. Brace all green bearing walls until thoroughly set.
d. Do not lay masonry in freezing weather unless all materials are kept
at a constant temperature of at least 40 degrees F.
e. Cover tops of exposed work at end of each day and protect masonry
against soiling and damage. Remove and replace damaged or defective masonry.
9. CLEANING AND POINTING:
a. Thoroughly clean all face brick, when directed, removing dirt, stains,
surplus mortar and other defacements. As the work progresses, brush clean all
other exposed surfaces.
b. During cleaning operations cut out and neatly point up all defective
Joints in masonry work.
•
600-3
WMW
10. SETTING AND-BUILDING-IN
a. Where so specified herein or in other Division of the Specifications this
41 Contractor shall set other materials. He shall read the Specifications for the
various trades and acquaint himself with and be responsible for, work which he is
to set or build in.
(1) Set all loose lintels and all shelf angles. Inserts are provided
under concrete.
b. Build in materials occurring in masonry which are furnished by other
Contractors. Allow ample time and opportunity to other Contractors,to place
their materials.
11. OPENINGS - FILLINGS°
a. Provide all. openings, holes, chases and recesses in masonry as shown
and required, including those for the work of the mechanical and electrical. trades.
b. Do all filling of holes left in masonry to receive the work of others
after such work is in place. Provide all other miscellaneous masonry filling
and grouting required to complete the work.
600-4
SECTION 700
STRUCTURAL STEEL, STEEL JOIS'T'S, & MISCELLANEOUS METAL
1. EXTENT OF WORK:
a. This work comprises the furnishing and erection of all structural steel,
steel joists, and incidental or related items necessary to complete the work as
shown or specified.
(1) Structural steel shall be defined as including all items scheduled
under "Class All of the A. I. S. C. Code of Standard Practice in addition to any other
items specified hereinafter.
b. Prepare Shop Drawings for all structural steel, steel joists, and mis-
cellaneous metal work and submit three (3) copies to the Architect for approval.
2. BASIC SPECIFICATIONS:
All structural steel shall be fabricated and erected in accordance with the
current Standard Specifications for Structural Steel for Buildings and the Code of
Standard Practice of the American Institute of Steel Construction, unless otherwise
specified herein or shown on the Drawings.
3. INSPECTION:
a. At the Owner's option and expense all material and work, both shop and
field, :may be inspected by an Inspection Laboratory selected by the Owner.
b. Should the inspected work be rejected and require replacements the ex-
pense of the inspected replaced work shall be borne by the Contractor. Acceptance
of work later found defective shall not relieve the Contractor for correcting defects
as directed.
4. WORKMANSHIP:
Workmanship shall conform to the A. I. S. C. Code of Standard Practice.
a. All welding shall be by the electric arc method in accordance with the
recommendations for welding of the American Welding Society. None but exper-
ienced welders shall be employed.
b. Burning will not be permitted in the shop or field without the Architect's
approval. If consent is given, burned members shall be finished to an acceptable
appearance, equal to a sheared finish. No burning of holes will be permitted in
the shop or field.
c. Weld all shop connections. Unless otherwise shown, weld all field
connections. Provide lock nuts on all bolted connections.
d. Provide holes in structural steel as required for the attachment of the
work of other trades.
e. Furnish all anchor bolts for securing structural steel to concrete or
masonry, and the necessary templates. Provide bearing plates and anchors for
beams resting on concrete or masonry.
f. Exposed steel trim shall be straight and true and shall be ground and
filled to the extent that all visible miters and connections are true to line and
Wrofile.
700-1
6. PAINTING:
a. Paint all structural steel not to be encased in concrete with one shop coat.
After erection paint all field rivets and bolts, and tall abrasions to the shop coat,
with one coat of shop paint.
(1) Shop painting shall be done in time to allow the paint to dry before
shipping the material. Erection marks shall be painted on the shop coat, in white. .
b. When directed, paint all structural steel to be covered in with other
materials (except concrete) or which will be inaccessible in the complete structure
with one field coat. Before painting remove mud and other firmly attached and
objectionable foreign materials.
c. Shop Paint: All exterior exposed structural steel shall be painted one
coat Sherwin Williams Kromik #74. All other structural steel shall be painted one
coat of Sherwin Williams Red Oxide.
d. All parts of columns including base plates (and bottoms of plates) ex-
tending below finish floor and columns encased in outside masonry walls shall be
coated with mastic waterproof compound, composed of refined asphalt and asbestos
fibers, block of such consistency that it may be spread evenly with trowel: when
applied to vertical surfaces to 1/8" thickness. Mastic shall not bend, run or sag
at 1100 degrees F. Apply to 3/32" thickness.
7. STEEL JOISTS:
Shall be Laclede "J" series and/or"LA' series steel joists or as approved by
Architect, spaced and sized as indicated on drawings.. Where joists bear on steel
they shall be anchored thereto by welds. Where bearing is on masonry, standard
joist bearing plates and anchors shall be furnished under this section. Ends of
the joists shall have extensions to carry the overhang as indicated on drawings.
Bridging shall be according to standard practice of the steel joist institute. Pro-
vide ceiling extension for each end of joists where necessary to properly support
ceilings. Provide all wall and beam anchors, and headers as required.
All joist design, construction, erection, etc. shall be in accord with the
Recommended Code of Standard Practice of the Steel Joist Institute.
8. BOLTS:
® Shall be included under this section only to the extent where they connect
steel to steel, steel to masonry, or steel to concrete.
9.. MATERIALS:
a. All structural steel shall be rolled from new billets and shall conform to
ASTM Specification A7 unless otherwise noted. Where called for structural steel
shall conform to ASTM Specification A3 6.
b. Cast iron shall be tough, free from cracks, flaws and other defects,
and shall comply with Federal Specification QQ-I-652.
c. Wrought Iron shall be of best quality, tough, fibrous and free from
flaws and other defects.
d. Steel pipe for railings shall be welded standard weight conforming to
Federal Specification WW-P-403A.
e. Aluminum shall be of proper composition for the purpose it is to serve,
shall have an approved finish, and shall be aluminited. Submit samples for
approval.
700-2
f. Gages of metals, unless otherwise specified, shall be U. S. Standard, and
are the minimum acceptable.
10. WORKMANSHIP:
All workmanship shall be strictly in accordance with the best practice. All con-
nections shall be carefully made and fitted. Exposed members shall be free from
twists, bends, or open joints. Coping and mitering shall be neatly executed. All
details shall be true and in accordance with the Archtect's Drawings and the approved
Shop Drawings.
11. STEEL PIPE RAILINGS:
a. Pipe for steel pipe stair rails, pipe wall rails and other pipe railing shall
be of diameter as shown on Drawings.
b. Fabricate all pipe work with flush welded joints, ground or filed down
smooth to adjoining surfaces and with all bends and turns made in a neat manner.
(1) Provide flush flanged connections for all stanchions, railings, and
wall rails finishing against concrete and masonry.
c. Provide approved wrought or malleable iron brackets for the support of
® pipe wall rails. Space brackets not over 48 inches on center and secure them to
walls in substantial manner.
12. MISCELLANEOUS METAL:
a. This work comprises the furnishing and erection of all miscellaneous
metals and incidental or related items in connection therewith necessary to complete
the work shown or specified, including but not limited to: Miscellaneous steel
anchors, plates, clips, lintels, pipe railings, bolts, etc.
700-3
SECTION 800
STEEL ROOF DECK
I. EXTENT OF WORK-,
Included herein shall be all material, equipment; and labor necessary for the in-
stallation of steel roof deck and floor forms in place, complete, in accordance with
this specification and drawings.
2. MATERIAL:
a. Wherever steel roof deck and steel floor forms are shown or called for
on the drawings, it shall be as manufactured by Granco Steel Products Company,
Granite City, Illinois, or approved equal.
3. STEEL ROOF DECK:
a. All roof deck shall be "Granco Steel Roof Deck.. "
b. Deflection shall not exceed 1/240 of the span under a live load of 30
pounds per square foot. Maximum fiber stress shall not exceed 20, 000 psi under
total dead and live load of 40 pounds per square foot. Design properties shall be
computed in strict accordance with "Specifications for the Design of Light Gage
Structural Members, " published by the American Iron Steel Institute. Manufac-
turers' load tables shall have the approval of the Metal Roof Deck Technical
Institute.
c. Provide all metal closures as shown and called for on the Drawings.
d. All steel deck shall be placed on the supporting steel framework and
adjusted to final position before being permanently fastened. Each unit shall be
brought to proper bearing on supporting beams. Deck shall be aligned end to end.
Steel roof deck shall be attached to supporting members and adjoining
steel deck sheets by means of electric arc welding in accordance with manu-
facturer's specification and erection layouts. End joints shall be of the over-
lapping type with a 2-inch minimum lap and shall occur over a support. Cutting
openings through deck less than 16 square feet in area, and all skew cutting
shall be performed in the field.
All welding during erection to be done from top side. End lap joints shall
be welded to supports not to exceed 12 inches on center and at intermediate
supports not to exceed 24 inches on center,
e. (a) Shop Coato The steel deck and accessories shall be chemically
cleaned of all oil, grease, and dirt and coated with a phosphate coating. It
shall then be given a flow coat of battleship grey, rust inhibitive, synthetic
enamel primer which shall be baked for at least 20 minutes in a minimum tem-
perature of 3500 F.
(b) Field Coat: Steel roof deck, accessories, and supporting mem-
bers shall be re-touched where the shop coat has been damaged due to steel
placing, handling or welding.
f. Submit three (3) sets of Shop and Setting Drawings for Architect's
approval.
•
800-1
SECTION 900
ROOFING AND ROOF INSULATION
0 1. EXTENT OF WORK:
This Contractor shall provide all labor and materials for a complete roofing
and roof insulation job as indicated on the drawings and herein specified.
2. CONNECTING WORK:
Examine all roof surfaces on which or against which the work is to be applied
and notify Architect in writing of any defects which would be considered detrimental
to the installation of the product,.
3. MATERIALS:
a, Roofing over all rigid insulation on metal deck as shown on the drawings
to be applied by an approved roofing contractor and installed in strict accordance
with Barrett Specification type #120-INS, pitch and felt, for a 20-year 5 ply roof.
b. All bituminous base flashing shall be Barrett specification type AA for a
20 year roof.
c. Roof insulation shall be Barrett urethane size 36" x 48" x 1. 0", square
edge, over building; and Barrett impregnated and surface sized, size 24'" x 48" x I"
square edge over canopy roofs. All insulation to be applied in strict accordance
with manufacturer's directions.
d. Substitutions of materials must be approved in writing by Architect.
Equal materials will be approved,
4. PREPARATION OF WORK.
a, Roof deck shall be smooth and free from dirt and loose material.
5. FLASHING:
a. All metal flashing, gravel stops, gutters, downspouts, etc. , are
furnished under Sheet Metal Section.
b. All flashing shall be installed before gravel is applied to roof surface.
6. GRAVEL STOPS:
Cover flange of gravel stops with two strips of #15 tarred felt set in plastic
cement.
7, SPECIAL EDGING:
In order to prevent asphalt dripping over edge of roof, a strip of 30# felt
shall be mopped down over first ply of roofing, allowing the felt strip to overhang
about 12". After all felts are applied and before graveling, the overhanging 12"
shall be turned back over roof and mopped down.
8. CANT STRIPS:
Shall be of one size, not less than 41" x 4", mitered to form 45o angle at
roof and wall, and shall be as manufactured by Barrett or approved equal. In-
stallation shall be in strict accordance with manufacturer's recommendations.
900-1
9. ROOF DAMS:
The Roofing Contractor shall build up roof at all entrances to provide dams and
prevent water spilling directly over entrances.
10. ROOFING AT VENTS, FANS, ETC.
Special care shall be exercised at roof vents, fans, etc. , to prevent leakage.
Furnishing and installation of roof drains is included under Heating & Ventilating
Section of these Specifications.
11. WORKMANSHIP:
All workmanship shall be first class and Contractor shall be responsible for
removing and cleaning all stains and drippings on building incurred from roofing
and flashing application. Contractor shall also be responsible for damage,
repair, and cleaning of building from any pitch drippage which may occur for a
period of one year from date of roof bond.
900-2
SECTION 1000
SHEET METAL
1. EXTENT OF WORK:
Work shall include all labor, material, equipment, and services necessary for the
installation of all sheet metal work, miscellaneous sheet metal trim, and mis-
cellaneous iron, steel, and aluminum work not specified to be furnished by others.
2. MATERIALS:
All materials shall be as noted on the drawings and herein specified.
3, FLASHING AND COUNTERFIASHING:
a. This Contractor shall furnish, install, and be responsible for proper
function of all metal flashing and counterflash.
b. Two-piece cap flashing where called for on the drawings shall be
"Revere-Keystone" as manufactured by "Revere Copper and Brass Incorporated, "
or approved equal.
c. Copper for flashing and counterflashing shall be 16 oz. soft (roofing
temper) copper.
d. Copper for all other work shall be 16 oz, hard (cornice temper) copper.
e. Solder shall be the best grade, composed of half pig lead and half block
tin, new material. Resin shall be used as flux,
f. Nails for securing copper work shall be copper nails of proper size.
4. ALUMINUM GRAVEL STOPS, BREAKMETAL SHAPES, AND MISCELLANEOUS TRIM:
a. All aluminum gravel stops, breakmetal shapes, and miscellaneous trim
pieces shall be size, number, shapes, and by manufacturer as indicated on the
drawings.
b. All materials shall be furnished complete with anchors, clips, joint
covers, and caps, and welded mitered covers and as called for on drawings or
required. Length of shapes and joints shall be as detailed and called for. No
joints less than W-0" o, c.
c. All aluminum breakmetal material shall be thickness indicated on draw-
ings, alloy #k3003H14, and finish shall be Alcoa Alumilite 204R1.
d. Aluminum gravel stops shall be by Kaiser Aluminum Company, with
standard finish, and shall be installed as recommended by manufacturer.
5. ROOF DRAIN SUMP PANS:
Furnish metal flat sump.plates at all roof drains, similar to those as manufactured
by Inland Steel Products Company.
6, MISCELLANEOUS TRIM:
This Contractor shall furnish and install all miscellaneous sheet metal trim, and
miscellaneous iron, steel, and aluminum work called for on drawings and not
specified to be furnished by other trades or manufacturers. Gauges, types of
metal, and shapes shall be as detailed on drawings.
1400=4
7. ACCESS DOORS:
Access doors shall be types and sizes called for on drawings and shall be as manu-
factured by Inland Steel Products Company or approved equal. Where required but
® not specifically called for access panels shall be type and style appropriate for
surface to be installed in, and as approved by Architect.
8. WORKMANSHIP:
a. All sheet metal work shall be done in accordance with the standards of the
National Association of Sheet Metal and Air Conditioning Contractors.
b. Exterior work shall be done in a manner to assure watertight construction.
c. Sheet metal flashing and counterflashing work shall be as free from warps
and dents as possible to make this class of work.
d. All gravel stops, breakmetal shapes and miscellaneous trim shall be smooth
and free from any warps and buckles. All miters and mouldings shall be well formed
and in true alignment. All exposed welded or soldered joints shall be ground smooth,
with no marks showing when finished. All ml ters shall be welded or soldered full
length. All breakmetal shapes shall be straight and true.
e. Any blocking grounds, etc. , to receive sheet metal work that are not in-
stalled to give proper results shall be called to the attention of the Architect before
proceeding.
9. SHOP DRAWINGS:
This Contractor shall submit three (3) sets of shop drawings and 1'-0" long samples
of all gravel stops, breakmetal shapes, and miscellaneous trim for Architect's
approval before fabrication. Shop drawings shall show fabrication and installation
details.
1000-2
SECTION 1100
HOLLOW METAL DOORS AND FRAMES
1. EXTENT OF WORK:
The work included under this section of the specifications consists of furnishing all
labor, material, equipment and services necessary for and reasonably incidental to
the furnishing and installing of all hollow metal doors and frames required by the
drawings or specified herein.
2. MATERIALS:
Doors and Frames shall be constructed of the best grade furniture steel of U. S.
Standard Gauges specified. All frames shall be of one manufacturer.
3. WORKMANSHIP:
(a) All work shall be produced to conform to generally accepted standards
established by Overly, Williamsburg, or equal manufacturer will be considered
acceptable.
(b) All finished work shall be smooth and free from warps and buckles. All
miters and mouldings shall be well formed and in true alignment. All exposed
welded joints shall be smooth, no weld marks to show when finished. All miters
shall be welded full length.
4. FRAMES:
(a) Frames for all doors shall be Unit Type Frames (combination buck and
jamb) and shall be of 16 ga. steel.
(b) Frame side members shall be provided with steel anchors, spaced approx-
imately two feet on centers. Frames shall have angle knees for fastening to floor
and temporary spreaders to insure proper delivery.
(c) Frames shall have reinforcement and mortises where required for hardware.
(d) Frames for borrowed lights, sidelights and transoms to be as shown on
details. Frames shall be of 16 gauge metal or same as attached door frame with
separate glazing stops. Stops to be secured with oval head countersunk screws.
(e) Shipping bars shall be installed on all frames to assure safe shipment.
5. DOORS:
Doors (1-3/4") Face Panels (Both sides) shall be formed of #16 U. S. Ga.
Cold rolled, level steel. Perimeter members shall be No. 18 ga. cold rolled steel.
All seams of joints shall be on edge of door and faces shall be smooth, unbroken
surfaces. There shall be not less than seven (7) horizontal reinforcements per door.
Perimeter closures and reinforcements shall be welded to both face panels of door.
Doors shall be reinforced for hardware attachment.
6. HARDWARE:
Hardware Contractor shall deliver templates for all finish hardware to hollow metal
contractor.
7. FINISHES•
. (a) All inside surfaces shall be thoroughly cleaned and coated with rust
inhibiting paint before fabrication.
1100-1
(b) Exposed surfaces shall have all oil, dirt, or other impurities removed
and be sanded and cleaned, then receive sufficient coats of mineral filler, having
each coat baked on and sanded to insure a smooth surface.
® (c) All material shall have a prime coat finish in addition to filler coats
specified above. This finish shall consist of one coat of grey primer baked on,
ready for finish painting at the building by others.
8. MANUFACTURER:
All doors and frames shall be as specified above and be of one manufacturer.
9. SHOP DRAWINGS:
Submit three (3) sets of shop drawings for Architect's approval. No material shall
be fabricated until shop details are approved.
10. ERECTION:
Doors and Frames shall be erected plumb and straight and securely anchored to floors
and braced prior to erection of walls.
1100-2
SECTION 1200
CARPENTRY AND MILLWORK
1, EXTENT OF WORK::
a. This work shall include all labor and material required for the fur-fishing
and installation of all carpent•y and millwork and incidental or related items in
connection therewith necessary to complete the work shown or specified, including
but not limited to; rough hardware, applying finish hardware, runways, ladders,
centering, wood frames, wood nailers, furring, grounds and bucks, metal louvers,
shelving, wood dr ors, wood cabinets, plywood paneling, and other miscellaneous
items.
b. This Contractor shall, provide a competent foreman who shall be in charge
of work and -mho will be on the job during all working hours,. This Contractor shall
give all necessary dimensions and grades, provide protection for all work installed,
cooperate with ill trades and be responsible for the correctness of all Sub-
Contractors under his direction.
c. This C(. ntractor shall provide for the cleaning of the building, each
® week, and all der.,.-is and rubbish shall be hauled from the site. Upon completion
of the job the enl- .:•e building shall be cleaned and left in first class condition for
the Owner,
d, Prepare shop drawings for all shop fabricated work included in this
division and submit copies for approval..
e. The following .items shall not be included with this division of the
Specifications
Forms for concrete work, Caulking, Furnishing finish hardware unless
otherwise noted herein, Mirrors, Metal Doors & Frames, etc.
2. PROTECTION.
Protect any finish work which the General Contractor may designate with proper
and sufficient barricades, boxing or covering, and be responsible for the main-
tenance of the protections until the building is turned over to the Owner at com-
pletion. Remove protections where directed.
® 3� ROUGH HARDWARE.-
Furnish and set all rough hardware, such as spikes, nails, screws, anchors,
and bolts, shown or necessary for the execution of the work. All shall be of
suitable type and of sufficient size and 'ength to draw the work firmly together
and hold it permanently in place.
a. Deliver all bolts, anchors, and the like required to be built into
concrete or masonry to the Mason for setting,
4. LADDERS,. RUNWAYS,ETC.
Provide all temporary runways and ladders for the convenience of all workmen;
and all centers, temporary shores, and braces required by Masons.
5. PREPARATION FOR PAINTER,.
• Thoroughly broom clean each space immediately before the Painter starts his
work and maintain the spaces in clean condition during the progress of painting
and finishing.
1200-1
a. Examine all finish woodwork before installing same. Clean and sand any
rough or soiled wcodworkk as required to receive the Painter's finish.
6. ROUGH LUMBER,,
Except as otherwise specified, rough lumber shall be No. 2 common yellow pine or
No. 2 Douglas fir, surfaced 4 sides.
a. Nailers, blocking; furr na. grout, s bucks and the like may be of Na. 2
common dimension of the above material o• No. 2 Ponderosa pine or No. 2 Norway
pine.
7. CARPENTRY - GENERAL:
Carefully lay out. cut, fit, and fabricate all items of lough carpentry. Brace, plumb,
and level all members and secure with sufficient fastenirgs to secure rigidity.
a. Do all. cutting and fitting of carpentry and millwork required for the
building-in or appl.icaticr, of the work of other trades.
8. ROUGH FRAMING:
® Provide all rough fr i mirg equired for parts built of wood. Construct the work as
shown or as directed,
a. All fra:r.ima ,...!gall be we.11 braced and piked or bolted in a substantial
manner. All memh•ers shall, be of the sizes nccwn and be in single lengths between
supports
9. NAILERS, BLOCKING, ESC-
Provide a.11 wood ra.ilers, blocking, and similar items required for the attachment
of other work, and secure `hem firmly in place. Bolt to steel with 1/2 inch bolts
spaced not over .32 inches. cn center: , unless other sizes and spacings are shown.
a. Provide an% wood blccking, nailers, and stripping required for the
installation of tl,e roofing and sheet metal. Place the work where and as directed
by the Roof er.
10. ANCHORAGE:
Provide Donley Brothers. or approved equal, galv. metal wall plugs for the
attachment of grounds: furring, and light wood strips to masonry where nailing
Is impracticable; wccd plugs shall rot be used.
a. Furnish these plugs to Mason for setting, and direct their setting.
11 . GROUNDS-
Furnish and set all temperary and permanent wood grounds shown or required to
complete the project_. Consult with ather Contractors and set such grounds as
may be needed by them, where and as directed. Metal grounds are specified
under another Divisior.
a.. Grounds shall to of the proper width and thickr: for the function
they are to perform. Set grounds straight, plumb and tr.ae:, and secure: rigidly
in place, E1rrk, c:1u t ,a.''_ lcw places,
e 12. WOOD SUCK31.
Provide wocral buck.: for any openings in masonry haw.;., wf od frames, and else-
1200-2
where as shown or required for the attachment or support of other work. Bucks shall
be 1-5/6 inches thick unless otherwise shown or required by the conditions.
a. Anchor bucks to masonry with 16 gage galvanized corrugated anchors,
not less than 3 in,. wide. Space anchor not over 30 in. apart, starting one foot
from bottom of buck. Anchor bucks to concrete with expansion bolts.
13. WOOD PRESERVATIVE:
All wood ground, blocking, etc. , contacting, masonry shall be treated with Cuprinol
Wood Preservative. (Green No. 10) as manufactured by Cuprinol Division, Darworth,
Inc. , Simsburg, Conn. or as approved by Architect.
14. MILLWORK - WORKMANSHIP:
All millwork shall be of the highest grade, executed by skilled mechanics in the
best and most workmanlike manner and in strict accordance with the details. As
far as practicable the material shall be assembled at the factory.
a. Joints, including those made in the field, shall be neatly and accurately
made and closely assembled so as to be inconspicuous and to remain tight. Con-
tinuous members shall be in as long pieces as practicable and be joined only
where nailing occurs. Joints in exterior work shall be set in white lead paste or
waterproof glue. Joints in interior work shall be glued. Show locations of field
joints on shop drawings.
b. As far as practicable, nailed work shall be blind nailed. Set for
puttying all nails on exposed surfaces. Miter exterior angles, and butt or cope
interior angles, Sand all work to smooth, even surfaces. In panel work make
proper provisions for expansion and contractiop, and secure the work so that
buckling and unsightly joints cannot occur.
c. Provide all rough work which should be done at the mill, such as
framing, cores, and blocking, built into finished members. Except as otherwise
stipulated, all rough lumber shall be sound, straight thoroughly seasoned and
dried, and dressed smooth on all surfaces.
d. Woodwork shall be properly framed, closely fitted, and accurately
set to the required lines and levels, and rigidly secured in place.
15. MILLWORK- PROTECTION:
Protect millwork against dampness during and after delivery. Store under cover
in well ventilated spaces and where not exposed to extreme changes in temper-
ature or humidity.
a. Do not install any doors, or millwork of any description until all
plaster is dry.
16. WOOD FINISH - MATERIALS:
Materials for millwork and finish shall be live, sound stock, thoroughly
seasoned, well manufactured and kiln dried to a moisture content not exceeding
9 percent.
a. Where any of the following woods are specified, they shall be of the
grades and kinds set opposite thereto, unless distinctly noted to the contrary:
White Pine C Select
Ponderosa Pine D Select
Birch Select,clear
Fir C Select
1200-3
b. All veneers for other than painted finish shall be sliced or sawn.
c. All hardwood veneered plywood for cabinet work shall be Grade A and
conform to Commercial Standards CS 35-60.
d. All fir plywood shall conform to Commercial Standards CS 45-60, and
shall be "moisture resistant" type for Interior and "Exterior Grade" for all exterior
plywood. All plywood shall be Grade Marked.
Interior Plywood shall be Grade A-A and A-D
Exterior Plywood shall be Grade A-C.
e. All formica veneers shall be as manufactured by "Formica Laminated
Plastic" or as approved by Architect. Colors will be as shown on the drawings or
as selected by Architect.
Backup or core panels for all formica shall be Novo-Ply as manufactured by
U. S. Plywood, Particle board as manufactured by Wyerhauser Co. , or 5 ply veneer
core, lumber core with cross banding, or as approved by Architect.
17. WOOD FINISH - SAMPLES:
Samples in triplicate of all hardwood finish shall be submitted for selection
and approval. Samples shall be of sufficient size to indicate the full range of the
wood proposed for use.
18. WOOD FINISH - DISTRIBUTION:
Unless otherwise specified hereinafter or shown on Drawings, Birch shall
be used throughout.
a. Each side of each door shall show the same wood as room finish, except
doors to closets and stare spaces which shall have same finish as room, both sides.
19. BACK PAINTING:
Back paint at the mill all interior woodwork, including plywood and all sur-
faces which will be concealed after erection, with one coat of lead-in-oil paint.
20. METAL LOUVERS:
All metal louvers in wood doors or elsewhere called for shall be of non-
adjustable type, AIROLITE No. 560 with Type F "Z" mouldings (1-3/4" thick doors)
both sides, or approved equal, of sizes shown, and shall be finished in two-coat
baked enamel of color as selected by Architect.
21. SHELVING:
a. Furnish and install all shelving as shown on the drawings and herein
specified.
b. Shelving shall be 3/4" fir plywood, grade A-D, with hardwood edging
mortised and qlued to shelves. Hardwood edging may be any sound light colored
hardwood.
c. Wall, end, and intermediate supports shall be fir, C Select, and as
detailed on the drawings. Vertical supports at face of shelving shall be any sound
light colored hardwood.
• d. Provide hanging poles in closets as required. Poles shall be 1" round
chrome plated steel pipe with flanged ends. Poles over 48 inches long shall have
intermediate supports spaced not over 48 inches apart.
1200-4
22, FINISH HARDWARE:
Furnish and apply any finish hardware hereinbefore specified in this Division. The
Contractor shall apply all other finish hardware.
a. Hardware to be applied by the Carpenter will be furnished and delivered
by the Hardware Contractor. The Carpenter shall be responsible for all hardware
after it has been delivered to him, and shall replace without charge any items of
hardware that may be lost, stolen, or damaged before completion of the project,
even though the items may have been installed.
23. MISCELLANEOUS:
a. Remove wood stops on work to be glazed and refit and reinstall them
after glass is in place.
b. Provide any other items of carpentry, millwork, and finish hardware not
specified herein or in other Divisions, but which are shown or required to complete
the project.
24. INSULATION:
® a. Insulation where called for on walls and in soffits shall be Styrofoam
FR, thickness as shown on drawings, and as manufactured by Dow Chemical Com-
pany or approved equal,
b. Installation shall be in strict accordance with the manufacturer's printed
directions and recommendations and shall be continuous with no voids or openings.
25. GLAS.WELD.FASCIAS AND SOFFITS:
a, Furnish and install Weldwood Glasweld.fascias and soffits, ir'cluding
all mouldings, sealants , *adhesives, screws, and other accessories required to
complete the work as shown on the drawings, herein specified, and as manufactured
by United States Plywood.
b. Weldwood Glasweld panels shall be 1/8" thick inorganic, steam cured,
exterior grade cement-asbestos board with a permanent, colored mineral enamel
coating on one surface.
c. Mouldings shall be aluminum with a porcelain enamel finish to match
Glasweld color. All moulding fastenings shall be aluminum or stainless steel,
d. Sealants and mastics shall be type approved by Glasweld manufacture
and shall be applied in strict accordance with manufacturers recommendations.
e. Fabrication, installation, cleaning and protection shall be in strict
accordance with manufacturer's current recommendations as specifications in
"Sweets" catalogue.
f. This contractor shall guarantee that all work executed under this sec-
tion shall be free from defects of materials and workmanship for a period of one
year from date of completion and acceptance of the work.
26. SHOP DRAWINGS:
Submit three (3) sets of shop drawings of all millwork for Architect's
approval prior to fabrication.
i
1200-5
SECTION 1300
GLASS AND GLAZING
1. EXTENT OF WORK:
a. The work required under this section includes all labor, materials and
equipment necessary for and reasonably incidental to the proper completion of all
glass and glazing as required by the drawings and herein specified.
b. In general, this includes glazing of all windows, glazed doors, transoms,
sidelights, mirrors, etc.
2. MATERIALS:
(a) Clear Window Glass shall be double strength, "B" quality.
(b) Clear Plate Glass shall be 1/4" polished plate glass. All glass from floor
to 7'-0" above floor to be "tempered" heat treated glass.
(c) Gray Plate Glass shall be 1/4" Parallel-O-Gray polished plate glass as
manufactured by Libbey-Owens-Ford or approved equal. All glass from floor to
7'-0" above floor to be "tempered" heat treated glass .
(d) Mirawal shall be 1/4" laminated panels as manufactured by the Mirawal
® Company.
(1) Exterior facing shall be vitreous porcelain enamel on 28 gauge steel
sheets laminated to core material. Color shall be as selected by Architect.
(2) Interior facing shall be a ground coat porcelain enamel back sheet
laminated to core similar to exterior facing.
(3) Core shall be controlled moisture content cement asbestos board.
(4) All materials, construction, and workmanship of Mirawal panels
shall conform to current Mirawal specifications.
(e) Mirrors: Furnish chrome framed, 18" x 24" mirror with concealed hangers,
(where shown on drawings). Miami Carey No. 9016 with theft-proof device, or
approved equal.
(f) Glazing compound shall be similar and at least equal to "Plasti-Glaze"
Type "C" as manufactured by the Plastic Products Co. Compound for glazing
aluminum windows shall be aluminum color especially suitable for glazing of
aluminum windows.
(g) Glazing clips shall be standard wire clips of approved design.
(h) Setting blocks shall be nylon or plastic blocks made especially for the
particular installation, of sizes recommended by the glass manufacturer.
(i) All materials shall be delivered to the job in unbroken packages or con-
tainers and shall bear the manufacturer's label.
3. DISTRIBUTION:
(a) Glaze with 1/4" clear polished plate glass:
(1) Door No. 3 including transom and sidelights.
S (2) Interior glass partition and door No. 4 between Public Lobby and
Dining Room.
(3) Vision lights of doors as called out in door schedule.
1300-1
(b) Glaze with 114" Gray Polished Plate Glass,
(1) East and west glass walls and doors of Public Lobby.
(2) East glass wall of Dining Room,
(c) Glaze with double strength, "B" ug ality:
(1) Window glass
(2) For general glazing where not otherwise noted.
(d) Glaze with Mirawal:
(1) Bottom sections of all windows on north and east sides of building
as shown and called for on drawings.
4. SETTING GLASS:
(a) Glazing work shall be done in accordance with the applicable sections
and details of the "Specifications for Installation of F1at.Glass", published by the
Flat Glass Jobbers Association.
(b) Setting blocks and spacers shall be used as necessary or where required
by the above specification.
(c) Do not set any interior glass in putty unless otherwise noted on drawings.
5. C LEANING:
At bompletion, remove all dirt stains, excess putty, etc. , clean and polish
all glass, and leave work in perfect condition.
6. BREAKAGE:
Before final acceptance of the work, any broken glass shall be replaced and
the work turned over in perfect dondition.
1300-2
SECTION 1400
CAULKING
1. EXTENT OF WORK:
a. The work included under this section consists of furnishing all plant,
materials and equipment and performing all work required for the completion of all
caulking work as required by the drawings, or herein specified.
b. This work includes the caulking of all exterior and interior openings in
masonry, concrete, etc. , walls including but not limited to openings around window
and door frames, around ducts and pipes through walls, at all expansion joints, and
elsewhere as required to completely weather and water tight buildings and close all
cracks and voids in walls, ceilings, and floors, etc. , before painting. Before
commencing work this contractor shall verify with Architect exact location, type of
caulking required, and size and type of bead. This contractor shall provide knife
caulking where called for on drawings.
2. MATERIALS:
® a. Caulking compound shall be similar and at least equal to Pecora Caulking
Compound and shall be gun grade unless otherwise noted.
b. Where called for on the drawings caulking shall be "Rubber Calk", type
250, color as selected by Architect, as manufactured by "Products Research Company."
All "Rubber Calk", and primers where recommended by manufacturer, shall
be installed in strict accordance with manufacturer's printed directions.
c. Rope yarn shall be the raveled strands of rope fiber, free from oil or other
staining element.
d. All materials shall be delivered to the job in unbroken packages or con-
tainers and shall bear the manufacturer's label.
3. CAULKING:
a. Caulking compound shall be applied with gun using nozzle of proper size
to fit joint width. Force compound into grooves with sufficient pressure to expel
all air and fill the groove completely. Caulking shall be uniformly smooth, free of
wrinkles and sufficiently convex to result in a flush surface when dry. Caulking
around openings shall include the entire perimeter of each opening.
b. All metal thresholds shall be bedded in caulking compound by the in-
staller of the threshold.
c. Where necessary to provide a suitable backstop, the backs of grooves
shall be tightly packed with rope yarn.
d. All caulking rebates shall be thoroughly cleaned out, removing all dust
and dirt, then apply caulking compound by the gun method, thoroughly packing
the joints until they are air and weather tight. All surplus material shall be re-
moved and frames and concrete work left clean.
1400-1
SECTION 1500
ALUMINUM CURTAINWALL
40 1. EXTENT OF WORK:
a. This Contractor shall furnish all labor, material and equipment necessary
for the complete installation of the Aluminum Curtainwall and miscellaneous trim as
shown on the drawings and herein specified.
2. GENERAL:
a. All aluminum curtainwall shall be Series 1000 and incorporate Series 550
aluminum projected windows, double weatherstripped, furnished with aluminum glazing
beads, and conforming to AAMA specifications P-A2.
b. Curtainwall shall be factory assembled and shall be furnished complete
with all hardware, trim, mullion and column covers, aluminum sills and stools,
anchors, and other component parts as shown on the drawings, herein specified,
and as manufactured by Ceco Steel Products Corporation or as approved by Architect.
c. Glazing and 1/4" "Mirawal" porcelain panels are not included. Curtain-
wall manufacturer will furnish exterior applied aluminum glazing beads for all glass
and "Mirawal" panels.
3. MATERIALS AND CONSTRUCTION:
a. All sections of the Aluminum Curtainwall system shall be of aluminum
alloy 6063-T5
b. Frames, ventilators, mullions, muntins and all other main framing mem-
bers shall be not less than 1/8" thickness.
c. Mullions shall be one-piece tubular and T mullion design as shown on
the drawings and shall be designed and prepared for secure anchorage to the structure.
d. The head section of the specially extruded mullions shall provide a mini-
mum of 3/16" expansion and contraction.
e. Ventilator members shall be tubular members with dove-tail keys for
® vinyl plastic weatherstripping.
f. All window and ventilator frames and corners to be coped, mortised and
tennoned, and welded.
4. HARD WARE:
a. Project-out vents shall be polished white bronze locking handle engaging
a bronze strike.
5. FINISH:
All windows, mullions, sills, stools, and miscellaneous trim shall be given
an alumilite finish in accordance with the requirements of the Aluminum Company of
America's Specification No. 204111 or No. 251R1.
6. CURTAINWALL ERECTION:
a. Installation of all curtainwall material shall be preformed under an
experienced erectors supervision, and in strict accordance with the manufacturer's
erection details and approved shop drawings.
1500-1
b. The curtainwall shall be set plumb, square and level and be held
securely in correct vertical and horizontal alignment. All ventilators shall be
adjusted before glazing. All joints between the curtainwall and its components
shall be sealed with a "Thiokol" base sealant. The complete curtainwall in-
stallation shall be guaranteed for a period of one (1) year from date of completion
against failure caused by workmanship or materials.
7. PROTECTION AND CLEANING:
The General Contractor is responsible for the protection, prevention of con-
tamination by other trades, and the maintenance of the curtainwall during con-
struction. At the conclusion of construction General Contractor shall perform final
cleaning of the curtainwall to the satisfaction of Architect.
8. SHOP DRAWINGS:
This Contractor shall submit three sets of Shop Drawings for architect's
approval before fabrication of curtainwall including all windows, mullions, stools,
sills, miscellaneous equipment and anchorage details.
1500-2
SEC'T'ION 1600
FURRING, LATHING, & PLASTERING
1. SCOPE OF WORK:
This Contractor shall furnish all labor, material, equipment, scaffolding, etc.
necessary for and incidental to the completion of all new studs, furring, lathing
and plastering; and patch plastering of all existing plaster work which is to be
Painted or covered with vinyl wall covering; all as indicated on the drawings and
herein specified.
2. MATERIALS:
a. Vermiculite Base Coat: Aggregate used for base coat plastering shall
conform to A. S.T. M. Spec. C-35-53T.
b. Vermiculite Finish Coat: Shall be Spray-Tex acoustical plastic as manu-
factured by Zonolite Co.
c. Gypsum Base Coat: Shall be U. S. G. "Red Top Gypsum Plaster. "
d. Gypsum Finish Coat: Shall be U. S. G. "Struc to-Gauge".
e. Portland Cement: Shall be Atlas or Marquette.
f. Lime: Shall be U. S. G. "Mortaseal".
g. Cement Plaster Finish Coat: Shall be U. S. G. "Oriental" exterior white.
h� Sand: For base coats shall be well screened, clean, hard, sharp
siliceous, free from loam, silt or other impurities and composed of grains of varying
size meeting A. S.T. M. Specifications C-35. Sand for finish coats shall be of
white silica sand.
i. Water. Shall be fit for human consumption.
j. Metal lath: Shall be "Milcor" smalmesh, 3. 4 lbs. per sq. yd, for
interior work; smalmesh, galvanized, 3. 4 lbs. per sq, yd. for exterior cement
plaster work; and furlath, galvanized, 3. 4 lbs. per sq. yd. for exterior ceramic
tile work,
k. Furring Channels: Shall be cold rolled steel sizes as shown on drawings
as manufactured by Milcor.
to Casing Beads. Shall be galvanized expanded metal of proper size for
plaster areas and styles as shown on drawings.
m„ Corner Beads: Shall be galvanized expanded metal.
n. Expansion Joints: Shall be "Milcor" No. 15 and No. 90 galvanized ex-
pansion joint where shown and called for on the Drawings.
o. Access Doors. Shall be as manufactured by "Milcor" and shall be style
and size as indicated on drawings., Where not called out on drawings access
panels shall be appropriate style and size for intended use.
p. Steel Studs: Shall be "Milcor" non load bearing and structural steel
studs of sizes called for on the drawings.
. q. Miscellaneous: Provide all milcor miscellaneous plastering accessories
1600-1
such as terminals , partition track, runners, stud shoes, resilient spring clips,
1/4" pencil rods, etc. as shown on the drawings or as necessary to complete the
work within the intent of the drawings and specifications..
is 3. APPLICATION
a. Acoustical Plaster Ceilings:
(1) Base Coat - 5/8" of Vermiculite or Perolite plaster shall be applied
in two coats. The first coat shall be applied with sufficient material and pressure
to form a good bond on metal lath., Before this scratch coat has set and without
raking surface, material of the same proportions shall be doubled back to bring the
plaster out to grounds struck to a true surface with rod or darby or metal feather
edge and left rough to receive finish coat,
(2) Finish Coat - shall be machine applied in two (2) coats, the first
coat 3/8" thick and the second coat 1/8". The first coat shall be thoroughly dry
before applying the second coat. The finish coat shall be Zonolite Acoustical Plastic
type EH70 or Gold Bond Sprayolite acoustical plaster and shall be spray applied to
give a uniform color and texture, free from all checks, cracks, tool marks and other
blemishes.
(3) Color and texture shall be as selected by Architect.
b. Gypsum Plaster:
(1) Base Coat - shall be one (1) part U. S. G. Red Top Gypsum plaster
with two and one half (2-1/2) parts sand on rock lath, and one (1) part Gypsum
plaster to three (3) parts sand on unit masonry surface.
It shall be a three coat application on metal lath w/ scratch coat being
1 plaster to 2 sand and brown coat being one (1) plaster to three (3) sand.
(2) Finish Coat - shall be troweled smooth medium-hard structo-gauge -
lime putty finish and shall be mixed 100 lbs. of structo-gauge to 200 pounds of
dry lime (400 Pounds or 34 gallons of lime putty. )
c. Cement Plaster.
(1) Scratch Coat - shall be mixed in the proportion of one (1) bag of
® Portland cement to two (2) bags of Mortaseal. For application over masonry surfaces
using self furring lath, add approximately two (2) pounds of fiber or hair to each
mix of above proportions.
(2) Brown Coat - shall be mixed one (1) bag of Portland Cement to two
(2) bags of mortaseal and nine (9) cubic feet of sand.
(3) Finish Coat - Oriental exterior white sand finish shall be mixed and
applied in strict accordance with manufacturer's printed instructions.
(4) Expansion Joints - shall be provided in all exterior plaster work
at a maximum spacing of 8'-0" o.c. throughout. Verify exact location with
Architect.
4. WORKMANSHIP::
All material shall be proportioned, mixed and applied according to manufacturer's
printed instructions. All finish work shall be first class and trowel finishes shall
be troweled during and after set to provide a smooth, dense surface for decoration,
free of irregularities and all blemishes.
1600-2
S. LOCATION OF PLASTER:
Unless otherwise specified, where plaster is called for at walls and ceilings, it
shall mean all such areas, including all reveals, pilasters , beams, plaster fire-
proofing around recessed light fixtures, etc. , and patching existing plaster where
It joins new work.
Plaster on masonry walls shall be two-coat work.
Plaster on all lath surfaces to be three-coat work.
6. VERIFICATION OF SURFACE:
Before staring the work and from time to time as the work progresses, this Contractor
shall examine all surfaces on or against which plaster is to be applied, and the work
and materials installed by others, insofar as his work is affected, and notify
architect in writing of any defects which would be considered detrimental to the
plaster installation.
7. PROTECTION OF OTHER MATERIALS:
This Contractor shall be responsible for all damage resulting from the mixing, storing
or handling of mortar or through his failure to provide satisfactory protection for all
wood, metal, glass and other finished work during the progress of plastering and
shall make good any damage resulting therefrom in a manner satisfactory to the
Architect.
8. POINTING UP, FITTING, AND PATCHING:
At such times as ordered and after all other mechanics have finished their work, this
Contractor shall point up and patch plaster, shall rake for same where necessary,
point up around trim and other set work and shall leave all complete and perfect
upon termination of work.
Plastering with cracks, blisters, etc. will not be accepted.
In all cases, the plaster shall be delivered clean and perfect in every respect
to the entire satisfaction of the Architect.
Replacing or patching of plaster damaged by. other Contractors shall be done
by this Contractor and shall be paid for by the Contractor causing such damage.
® The Contractor shall do all required cutting, fitting, and punching or furring
work for other mechanics and shall make good after them.
Furring shall not be placed until all pipe, conduit, etc. are in place and
inspected.
9. PATCHING EXISTING PIASTER:
All existing plaster work which is called for to be painted or covered with vinyl
wall covering shall be patched and reworked to make like new. Existing plaster
shall be left smooth with a dense surface for decoration and free of all irregularities
and blemishes.
10. SUSPENDED CEILINGS:
Suspended plaster ceiling provided under this contract will be required as indicated
on drawings.
Suspended ceilings throughout shall be constructed of 1-1/2" cold rolled
steel runner channels spaced not more than 4'-0" on centers and cross furred with
1600-3
3/4 " cold rolled steel channels spaced 16" on centers. 3/4" channels to be spaced
at 13 1.12" on centers at cement plaster ceilings only.
Runner channels may be supported with 1/4" round rod, #8 gauge galvanized
wire, or 3/4 " channels spaced not. more than 4 '-0" on centers secured in sub-
stantial manner so as to prevent any deflection or sagging of the ceilings or other
work.
11. LOCATION OF METAL LATH:
The contractor shall furnish and install metal lath for new suspended ceilings,
across pipe spaces, and wherever necessary to make ready for the plastering.
Where furred and lathed surfaces adjoin, or form a continuation of brick,
tile, steel or concrete wall surfaces, the lath shall be extended across and over
the joints not less than 4" for the entire length of the joint.
Where lathed ceilings join vertical plastered surfaces, the metal lath
shall be extended down at least 6" onto the vertical surfaces.
All lath shall be erected with long dimension of sheets across the supports,
placed so' that the lower sheet overlaps the upper sheet at least 1/2" and ends not
less than 1". End laps shall occur only at supports. Side laps shall be tied at
least once between supports with•#18 gauge annealed lacing wire.
12. EXPANSION JOINTS:
This Contractor shall furnish and install plaster expansion joints where called for
on drawings. Contractor shall verify exact location of expansion joints with
Architect at job before commencing lathing and plastering work.
Where not called out on drawings expansion joints shall be located approximately
as follows: (Verify exact loc;a ion with Architect)
(1) Acoustical plaster - 20 '-0" o.c.
(2) Gypsum plaster - 10'-0" o.c.
(3) Cement plaster - 8'-0" o. c.
13. CORNER BEADS:
® All external angles throughout to have metal corner beads applied to full height,
to be securely fastened so that it will not move while plaster is being applied.
All beads to be applied with straight edge or plumb bob.
14. COMPLETION:
On completion of the finish plaster- work, clean all plaster from beads, screeds,
metal trim, etc. , leaving all surfaces ready for painting as required by others.
Remove all plaster rubbish from the building leaving floors broom clean. Remove
all excess material, scaffolding equipment, etc. , from the site.
15. GUARANTEE:
Furnish a written guarantee in an approved form warranting all new interior plaster
and exterior cement plaster to adhere and to be free from popping, cracking,
checking, peeling and other defects for one year from date of the final acceptance
of the building; and to make good without expense to the owner any imperfections
developing within the periods specified.
•
1600-4
SECTION 1700
PAINTING
® 1. EXTENT OF WORK:
The following specifications cover the complete painting and finishing of all
surfaces, interior and exterior, except as otherwise specified.
The Painting Contractor shall as part of this contract furnish all material,
labor, tools, scaffolds, and other appliances required to properly execute and com-
plete the work according to the plans and specifications.
The Painting Contractor shall examine the specifications'for the various other
trades and shall thoroughly familiarize himself with all their provisions regarding
their painting. All surfaces that are left unfinished by the requirements of other
specifications shall be painted or finished as part of this contract. Copper, bronze,
chromium plate, nickel , aluminum and monel metal shall not be painted or finished,
unless otherwise specified.
This Contractor is warned that nothing except a first class paint job will be
accepted. He shall satisfy himself before starting any painting that the surfaces
to be painted or stained are in proper condition to receive the paint or stain and the
beginning of painting or staining of any kind and all surfaces by this Contractor
shall be taken as proof that he has accepted them. If the surfaces are not in proper
condition to receive his finishes, then this Contractor shall immediately notify the
Architect.
2. PROTECTION & STORAGE,,
Protect the finished work of others from dropped or spilled paint. Clean off any
paint or finish spilled on such work„
a. If in order to execute his work it becomes necessary to remove temporary
protections placed by others, the Painter shall remove such protections and replace
them at completion of his work. If the covering cannot be replaced, the Painter
shall protect the work in some other satisfactory manner.
b. Post "Wet Paint" signs as and where required to protect freshly finished
surfaces.
c. Store all materials in a room allocated by the Architect. The floor shall
be properly protected with drop cloths or building paper. Keep oil rags and waste
in metal containers, and each night remove the rags and waste from the building.
3. GUARANTEE:
The Contractor shall guarantee all painting and finishing from defects of manu-
facture, materials, workmanship, etc. ,. for a period of one year from date of final
acceptance of building by Owne= Any defects developing during the guarantee period
shall be made good by this Contractor without additional expense to the Owner.
4. REMOVAL OF RUBBISH-.
Upon completion of work, this Contractor shall remove all rubbish that has accumu-
lated as a result of his work. and leave the premises in a clean and acceptable
condition.
• 5. EXTRAS:
No payment in addition to the amount agreed upon in his contract shall be paid to
1700-1
the Painting Contractor unless authorized in writing by the Architect or his duly
authorized represen.ative.
6. MATERIALS:
a. All materials shall be first quality products and shall be as manufactured
by Sherwin-Williams, Cooks Paint Co. , Pratt Lambert, Pittsburgh Plate Glass Co.
or as approved by Architect.
b. All materials shall be suitable for the surfaces to which they are to be
applied, and shall produce the finish surface specified. Obtain written approval
of the paints proposed for use before ordering materials.
c. Basic materials, such as white lead, zinc paste, turpentine, linseed oil,
or putty, shall conform to applicable A. S. T. M. , or Federal Specifications.
d. All materials used on the work shall be the brand and quality specified
and shall be delivered in the original containers with the seals unbroken and labels
intact. No claim by the Painting Contractor as to the unsuitability or inavailability
of any material specified, or his unwillingness to use same or his inability to pro-
duce first class work with same, will be entertained unless such claims are made
in writing and submitted with his bid.
All materials shall be used only as specified by the manufacturer's direction
label on the container.
7. SAMPLES:
All finish shall be in approved colors. Make up samples and submit.in triplicate
for approval. The finished work must be an accurate match.
8. PREPARATION:
a. The sub-contractor for this work shall be wholly responsible for the finish
of his work. No work shall be started until the surface is in proper condition.
Greasy or oily surfaces shall be cleaned with turpentine or benzine before applying
any materials. Rust and iron scale shall be removed by scraping, wire brushing, or
sandblasting. This Contractor shall call. to the attention of the Architect any sur-
faces that are not suitable to receive paint. The application of the first coat shall
be construed as an acceptance of the surface.
® b. Thoroughly sand all woodwork which is to receive stain and varnish or
lacquer, and sand between coats. Do the necessary sanding for painted work.
c. Shellac pitch pockets, streaks and knots. Cracks and countersunk nail
holes shall be puttied after priming coat is dry. Paste wood filler, applied on
open grain wood, when "set" shall be wiped across the grain of the wood, then
with the grain to secure a clean surface.
d. Properly size or treat all plaster, concrete, or masonry surfaces, to pre-
vent hot spots burning thru the finish coats. If any surfaces, after painting
indicate that they were not properly treated, such surfaces shall be resized and
repainted.
e. All masonry materials shall be allowed to dry completely (usually 60-
90 days) before painting. If painted when "green" or damp, the active alkali in
these surfaces may "burn" the vehicle and color of succeeding coats of con-
ventional paint.
• f. Cracks and crevices of interior plaster and masonry shall be filled
with DuPont Surface Smoother and sanded smooth; for exterior masonry surfaces
1700-2
0
a Portland cement-lime mortar shall be used. Glaze from at hard troweled surface
shall be removed by etching with muriatic acid (5-10% solution with water). After
etching, the surface shall be flushed with water and allowed to dry.
® g. Do no exterior work in damp or frosty weather nor when the temperature
Is below 50 degrees F.. , no interior work. when the temperature is below 60 degrees
F. Apply no varnish when the temperature is below 70 degrees F. Apply no
materials in any spaces not protected from dust„ Keep spaces well ventilated at
all times.
9. WORKMANSHIP.
All work shall be of the highest grade, executed by skilled mechanics. Apply
materials in accordance with the manufacturer's printed directions unless otherwise
specified herein. Use no thinners other than those specified by the manufacturer
of the paint.
a. Each coat shall have a different color unless otherwise directed. Apply
no coat until the preceding coat is hard and dry. Allow at least the following
time between coats- Varnish and enamels, 48 hours; interior paint, 24 hours.
Sand between coats of stained, varnished, and painted work.
b. Apply all materials with a brush unless otherwise specified. Brush out
all prime coats and work them well into the surface, with an even film. Apply
coats so that finished surfaces are free from runs, laps, and brush marks.
Finish glass lines neatly.
c. Finish all edges of doors the same as their faces. In painting all
painted areas, paint in all items usually painted in accordance with standard
practice, so that the entire work shall. be complete.
d. All closets shall be finished the same as the adjoining room.
e. All undercoats of paint and enamel, shall be tinted to the same or approxi-
mate shade of the final coat.
f. All work where a coat of material. has been applied must be inspected
and approved by architect before the application of the succeeding specified
coat, otherwise no credit for the applied coat will be given. Painting Contractor
® will notify when a particular coat is applied and ready for inspection by Architect.
10. BACK PAINTING AND PRIM1NGo
Prime all painted woodwork as soon as it is delivered to site. Stop all ends to
exclude moisture. Priming shall be of an approved color.
a. All wood finish, including plywoods, wil.l be back painted at the mill
by the Contractor for the wood finish.
11. CfOATS AND PAINT TYPES:
Types of paint referred to herein are taken from Sherwin-Williams Paint Specifica-
tions, and shall be of the best quality made by the manufacturer.
a. Interior
(1) Masonry Block. - Prime, mix one gallon rubber base Quali-Kota
with 25 lbs. topping cement and mix with water- to make six (6) gallons. Finish two
• ..coats.,of rubber base Quali-Kote.
1700-3
0
(2) Gypsum plaster ceilings and walls at all areas except toilet rooms,
kitchen, dishwash, and janitor's room,
® Prime - One (1) coat of Quali-Kote rubber base paint.
Finish - Two (2) coats of Quali-Kote rubber base paint.
(3) Gypsum plaster walls and ceilings in toilet rooms, kitchen, dish-
wash and Janitor's room.
Prime - one (1) coat latex wall primer.
Finish - two (2) coats, oil base Semi-Luster paint.
(4) All interior ferrous and galvanized metal including but not limited
to doors and frames; exposed steel; all casings, beads, and screeds in connection
with plaster work, etc. ; stair railings; exposed ductwork; electric conduit; grilles;
registers; convectors; access panels; pipes; louvers; etc. :
Prime - one (1) coat, oil base, Flat Rite enamel undercoater.
Finish - two (2) coats, oil base, Semi-Luster.
(5) Painted millwork including but not limited to shelves, fir plywood,
etc. . .
Prime - one (1) coat oil base, Flat Rite enamel undercoater.
Finish - two (2) coats, oil base, Semi-Luster.
Sandpaper between paint coats.
(6) All wood rebates are to be primed before setting glass and all
stops are to be back-primed before installation.
Finish the insides of open cases the same as the outsides. Finish the
inside of case having solid doors, except the doors and edging strips, with a
stain and a coat of shellac. Finish edging strips and both sides of door the same
as the outside of the case. Shellac the inside of drawers.
b. Exterior
® (1) All exposed exterior ferrous metal including but not limited to
structural steel; doors; door frames; grilles; railings; all casings; beads, expansion
joints in connection with cement plaster work; access panels; pipes; louvers, etc. :
Prime - one (1) coat of oil base Metalastic undercoater
Finish - two (2) coats of Oil Base, Metalastic paint.
(2) Cement plaster:
Finish - one (1) coat of L. Sonneborn Sons, Inc. . Hydrocide Colorcoat,
(white).
(3) Galvanized Metal:
Clean with Naphtha to remove all grease.
Prime - one (1) coat oil base metalastic undercoater.
Finish - two (2) coats oil base Metalastic.
(4) Plywood, wood trim, etc.
• Prime - one (1) coat of SWP undercoater.
Finish - two (2) coats of SWP #471 finish coater.
1700-4
SECTION 1800
TOILET PARTITIONS
1. EXTENT OF WORK.
a. This Contractor shall furnish and install metal toilet partitions as shown
on the drawings and herein specified.
2. MATERIAL-,
a. All toilet partitions shall be as manufactured by "Sanymetal" or approved
equal.
b. Toilet partitions shall be Academy overhead braced type. Partitions shall
be 20 gauge, doors 22 gauge and pilasters 20 gauge galvani zed-bonderi zed steel.
Partitions and doors shall be 1" thick, pilasters 1-1/4" thick, and all shall be
made of two sheets of galvanized-bonderi zed steel.
c. All material shall have a prime coat and an acrylic enamel finish coat
of high-temperature baked-on enamel.
d. Hardware shall consist of concealed gravity hinges, #8800 concealed
latch, 'keeper, coat hook with rubber bumper, and roll type paper holder No. 330.
e. All colors shall be as selected by Architect.
3. SHOP DRAWINGS•
This Contractor shall submit three (3) sets of Shop Drawings for Architect's
approval.
•
1800-1
SECTION 1900
FLOOR COVERING
1. EXTENT OF WORK:
The work required under this heading includes all labor, equipment, materials and
services necessary for and reasonably incidental to the completion of all floor
covering work as required by the drawings and specified herein.
2. MATERIALS:
a. Vinyl Asbestos Tile - shall be Vina-Lux 800 series, 1/8" thick, 9" x 9"
tiles as manufactured by "Azrock Floor Products" or approved equal.
b. Rubber Base - Rubber base and Cove mouldings shall be sizes as shown
on the drawings, 1/8" thick, plain color, as manufactured by Roppe Rubber Corpor-
ation, Fostoria, Ohio, or approved equal.
c. Primer - shall be an asphalt primer with spreading capacity of 500 sq.
ft. per gallon.
d. Cement - shall be a water resisting cement as approved by the manufacturer
of the coverings.
e. Colors - all colors,for floor covering shall be selected by Architects from
submitted samples. Each room will be one color tile.
3. STRUCTURAL SURFACES:
a. Surfaces to receive floor covering shall be in proper condition to insure
proper bond and smooth surfaces. It shall be the responsibility of the floor covering
contractor to assure such conditions. Any surfaces not in acceptable condition
shall be reported to the Architect prior to the laying of any tile.
b. Before covering is applied, correct any defects in surface.
c. Allow concrete floor to be cured for at least 20 days before application
of tile.
d. Maintain a temperature of at least 70 degrees F. , in tile storage spaces.
In rooms where tile are to be laid maintain temperature of at least 70 degrees F. ,
for 48 hours before and after laying.
4. APPLICATION OF TILE AND BASE:
a. Install all tile work in accordance with the manufacturer's printed
directions unless otherwise specified herein.
1900-1
b. All floors shall be cleaned of all grease or other dirt before pro-
ceeding.
c. Apply one coat primer. When this is dry, the Bement shall be evenly '
and thinly troweled on, using not over l gallon to 75 square feet of floor.
d. Tiles shall be laid to insure good contact, with close, even joints
and with all finished surfaces in a true plane and smooth. Tiles shall be laid-square
with the axis of the room.
e. Tile shall be carried to fit neatly into breaks and recesses, against
base, around pipes, etc.
f. Apply rubber base to cabinet bases and walls where indicated on the
drawings.
5. CLEANING: At completion, all floor and wall coverings shall be cleaned, and
all cement, dirt or other foreign substance removed.
6. ADJUSTMENTS:
a. The Contractor shall inspect and make necessary adjustments to tile
® floors within 30 days of time that heat is supplied continuously in finish areas.
b. All tiles that have not "seated" in a level plane with surrounding tile,
shall have heat applied locally and shall be quickly rolled to the surrounding level
of floor tile.
c. All tiles showing broken corners or fracture lines entirely across their
surface shall be warmed, carefully removed and new tile of same color and thick-
ness substituted.
d. Any flodr,�- t covering showing breaks, cracks, blisters, bad seams,
etc. , shall be removed and replaced.
7. GUARANTEE. ;
This contractor shall guarantee that all work executed under this section shall be
free from defects of materials and workmanship for a period of one year from date
of completion and acceptance of the work.
1800-2
SECTION 2000
FINISH HARDWARE
® 1. EXTENT OF WORK.,
This work comprises the furnishing and delivery of all Finish Hardware required to
complete the project. Should items of hardware not specifically listed be required,
furnish such items of quality and type suitable to the services required.
2. SUBSTITUTIONS:
No substitutions will be permitted in Finish Hardware without the approval of the
Architect.
3. DELIVERY:
Hardware will be applied by the Contractor furnishing work for which the hardware
is intended, and unless otherwise directed, shall be delivered only to those Con-
tractors and at times and places mutually agreed upon.
a. This Contractor shall furnish to each Contractor who is to receive hard-
ware a complete schedule for his work, and with each shipment or delivery send an
itemized list corresponding with descriptions in the approved schedule, and obtain
receipt, subject to check, for all hardware delivered. Each item of hardware shall
be labeled for identification.
4. MATERIAL:
Catalog numbers referred to have been taken from the catalogs of Hager & Sons
Hinge Mfg. Co. , Russwin, Brookline, Ceco, Zero Weather Stripping Co. Hardware
of other manufacture, equal in quality, and design, may be used with approval of
the Architect.
a. All locks shall be masterkeyed and keyed as directed by the Architect.
Furnish six (6) masterkeys.
b. Finish of hardware will be US 28.
5. INSTALLATION:
All hardware will be fitted before door and frames are finished and shall be applied
only after such finishing is completely done.
6. HARDWARE SCHEDULE:
Finish hardware shall be as itemized below.
GROUP 1
Openings 1 & 2 Pr. Aluminum Doors
All hardware by door mfg'r except
EACH TO HAVE:
2 Pr. #OMK Cylinders US 28 Russwin
GROUP 2
. Openings 3 & 4 Single aluminum doors
All Hardware by door mfg'r except
EACH TO HAVE-.
2 - #OMK Cylinders US 28 Russwin
2000-1
GROUP 3
Opening 5
TO HAVE:
1-1/2 - Pr. Butts #SLBB1279 LS 4-1/2 x 4-1/2 Hager
1 - Lockset #440 5/8 Tempo US28 Russwin
1 - Closer #P500-S-4 SBL 900 Russwin
1 - Threshold #2041 Alum. Brookline
GROUP 4
Opening 6
TO HAVE:
1-1/2 - Pr. Butts #SLBB1279 NRP LS 4-1/2 x 4-1/2 Hager
1 - Lockset #440 Tempo US28 Russwin
1 - Closer #P500 SH-4 900 H. O. SBL Russwin
1 - Kickplate #116 8" High x 2" less door width US28 Russwin
1 - Threshold #A497 Alum. Russwin
GROUP 5
Opening 7
TO HAVE-
1-1/2 - Pr. Butts #SLBB1279 LS 4-1/2 x 4-1/2 Hager
1 - Passage Set #410 Tempo US28 Russwin
1 - Closer #500 SH-3 900 H. 0. SBL Russwin
1 - Kickplate #116 8" high x 2" less door width US28 Russwin
GROUP 6
Opening 9 O. H. Door
TO HAVE:
1 - Threshold #A497 Aluminum Russwin
Balance of Hardware by Door Mfgr.
GROUP 7
Opening 10
TO HAVE-
1-1/2 - Pr. Butts #SLBB1279 NRP LS 4-1/2 x 4-1/2 Hager
1 - Lockset #440 Tempo US28 Russwin
1 - Closer #P500 SH-4 900 H. O. SBL Russwin
1 - Threshold #A497 Alum. Russwin
GROUP 8
Opening 12
TO HAVE:
1-1/2 - Pr. Butts #1279 LS 4-1/2 x 4-1/2 Hager
1 - Passage Set #410 Tempo US28 Russwin
1 - Wall Bumper #350-1/2 US28 Russwin
1 - Kickplate #116 8" high x 2" less door width US28 Russwin
1 - Threshold #2041 Alum. Brookline
2000-2
GROUP 9
Opening 13
TO HAVE:
1-1/2 - Pr. Butts #SLBB1279 LS 4-1/2 x 4-1/2 Hager
1 - Lockset #448-1/2 Tempo US28 Russwin
1 - O. H. Surface Holder #1660-D US26D Russwin
1 - Kickplate #116 8" High x 2" less door width US28 Russwin
1 - Threshold #2041 Alum. Brookline
GROUP 10
Openings 14 & 15
EACH TO HAVE-
1-1/2 - Pair Butts #1279 LS 4-1/2 x 4-1/2 Hager
1 - Lockset #440 Tempo US28 Russwin
1 - Wall Bumper #350-1/2 US28 Russwin
1 - Threshold #2041 Alum. (omit threshold at Opening 14) Brookline
GROUP 11
Opening 16
TO HAVE:
1-1/2 Pr. Butts #SLBB1279 LS 4-1/2 x 4-1/2 Hager
1 - Lockset Set #440 5/8 US28 Russwin
1 - Closer #500-S4 SBL Russwin
1 - Threshold #2002-1/2 Alum. Brookline
GROUP 12
Openings 17 & 19
® EACH TO HAVE:
1-1/2 - Pr. Butts #SLBB1279 LS 4-1/2 x 4-1/2 Hager
1 - Closer #P500-S4 SBL Russwin
1 - Push Plate #617 Rockford 14 x 3-1/2 US28 Russwin
1 - Pull Plate #628 Rockford 14 x 3-1/2 US28 Russwin
1 - Kickplate #116 8" high x 2" less door width US28 Russwin
GROUP 13
Opening 18
TO HAVE:
1-1/2 - Pr. Butts#1279 LS 4-1/2 x 4-1/2 Hager
1 - Lockset #440 5/8 Tempo US28 Russwin
1 - Wall Bumper #350-1/2 US28 Russwin
1 - Threshold #2041 Alum. Brookline
2000-3
GROUP 14
Openings 20 & 21
EACH TO HAVE:
1-1/2 - Pr. Butts #1279 LS 4=1/2 x 4-1/2 Hager
1 - Lockset #440 5/8 Tempo US28 Russwin
1 - Wall Bumper #350-1/2 US28 Russwin
GROUP 15
Opening 8
TO HAVE:
1-1/2 Pr. Butts #1279 LS 4-1/2 x 4-1/2 Hager
1 - Passage Set #410 Tempo US28 Russwin
2 - Kickplate #116 8" high x 2" less door width US28 Russwin
1 - O. H. Surface Holder #1660-D US26D Russwin
GROUP 16
MISCELLANEOUS ITEMS
3 -: Door Silencers #33 All Openings Russwin
2000-4
SECTION 2100
CERAMIC TILE
® 1. EXTENT OF WORK:
This Contractor shall furnish all labor, material and any incidental or related items
in connection therewith necessary for the properly completed installation of all un-
glazed and glazed ceramic tile in areas as shown on drawings.
2. MATERIALS:
a. All unglazed and glazed ceramic tile shall be as manufactured by the
Mosaic Tile Co. , Zanesville, Ohio, or approved equal. All ceramic tile shall be
standard grade to meet Federal Specifications SS-T-308B.
b. Ceramic Floor Tile - shall be unglazed dust pressed ceramic Velvetex
in sizes and colors as selected by Architect. Two colors maximum - one solid
color for Women's Toilet Room and one solid color for Men's Toilet Room.
c. Exterior Ceramic tile - shall be unglazed dust pressed ceramic Velvetex
or Velvetone, 1" x 1" size, in one color as selected by Architect.
d. Ceramic Wall Tile - shall be 8-1/2" x 4-1/4" x 3/8" wall tile, cushion
edge, dust pressed, white non-vitreous body, in satin-glaze colors as selected by
Architect. Furnish all trim pieces as required for complete installation and as
shown on the drawings. Wall tile shall be laid with 8-1/2" dimension vertical.
Two colors maximum - one solid color for Women's Toilet Room and one solid color
for Men's Toilet Room.
e. All tile shall be delivered to job in unopened, grade-sealed containers,
A manufacturer's "Master Grade Certificate" shall be furnished through tile Con-
tractor before installation starts.
f. Samples of tile shall be submitted for approval and selections before
ordering materials.
g. Cement, sand and lime and other setting materials shall be in accord-
ance with the Basic Specifications.
h. Mortar:
® (1) Concrete floor fill shall consist of one sack of Portland Cement,
2-1/2 cubic feet of sand, and 1-1/2 cubic feet of well graded, washed pea gravel
not exceeding 1/4 inch.
(2) Setting mortar for floor, wall, and exterior tile shall consist of one
part Portland cement, 4 parts sand, and 1/10 part lime putty, by volume.
(3) Grout shall be waterproof "Hydroment ceramic tile grout", as manu-
factured by "The Upco Company, " or approved equal. Grout shall be applied in
strict accordance with manufacturer's printed directions. Floor grout shall be
natural gray color, and wall and exterior grout shall be white color.
1. Mixing of fills and mortars shall be done in clean mixers or in clean
watertight boxes.
3. LAID UP SAMPLES
The Contractor shall, after setting a small area of all different tile work, arrange
for its inspection by the Architect before proceeding with further installation.
2100-1
4. TILE INSTALLATION:
a. Before commencing work, Tile Contractor shall examine all floor, wall,
and exterior surfaces and notify Architect in writing of any defects which would be
considered detrimental to the installation of the ceramic tile,
b. All materials and workmanship shall be in strict accordance with the
current accepted standard installation practices of the Domestic Ceramic Tile
Industry, published by Tile Council of America, Inc.
c. Lay tile in advance to determine jointing and cutting and to obtain
uniformity with all joints lining.
d. Install tile so that joints are in accordance with the standards of the
manufacturer of the tile, but not to exceed 3/32 inch. Joints between abutting
sheets of mounted tile shall be the standard mounting width.
e. Grout all joints, finishing faces as directed. Do all cutting around
and other work as required. Neatly fit tile at these and other locations.
S. CLEANING AND PROTECTION:
a. Tile shall be left clean after grouting and protected from other trades
until completion of buildings.
b. After.cleaning all exterior ceramic tile work shall be treated with a
saturating one-coat application of Hydrocide S-X Hycon as manufactured by Sonneborn
Building Products, Inc.
2100-2
SECTION 2200
ACOUSTICAL TILE
1. EXTENT OF WORK:
Furnish all labor, material, equipment, scaffolding, etc. , as required for
the complete installation of all "Fire Guard" acoustical lay-in tile in exposed "Fire
Guard" grid system as shown on the drawings and herein specified.
2. MATERIALS:
a. All materials shall be as manufactured by "Armstrong" or approved equal.
b. Acoustical lay-in tile shall be "Fire Guard", 24" x 48" x 5/8" Georgian
design. (Verify design with Architect before ordering material).
c. Mechanical Suspension System shall be "Fire Guard" exposed grid system,
painted white, mounting #7, including all sub-framing and furring required to com-
plete the work.
d. Furnish all necessary miscellaneous materials as required for a first
class installation, including wall trim angles, clips, etc.
e. This contractor shall verify direction and layout of all grids with Architect
before commencing work.
3. INSTALLATION°
a. Examine all surfaces and structure against which the work is applied and
notify Architect in writing of any defects which would be considered detrimental to
the installation of this work.
b. The mechanically suspended exposed grid system and acoustical tile
lay-in panels shall be installed in strict accordance with manufacturer's printed
directions and recommendations.
c. Where suspension system is not attached directly to bar joists or
structural steel the acoustical contractor shall install. all framing for suspended
® acoustical ceilings in strict accordance with manufacturer's recommendations and
as approved by Architect.
d. Acoustical tile shall be installed in a straight pattern laid symmetrical
about center lines of areas involved or as shown on drawings. All tile shall be
straight in alignment and the exposed surfaces flush and level.
e. Install wall trim channels at intersection of ceiling at all walls.
f. Workman skilled in this type of work shall install this tile using extreme
care to keep tile clean. Entire job shall present a finished appearance when
completed.
4. GUARANTEE:
a. All parts of the acoustical tile ceiling system shall be fully guaranteed
for a period of one (1) year from date of acceptance of the building. Any loose
tile or any parts of the tile ceiling system becoming defective in any way during
normal usage shall be replaced at no expense to the Owner.
2200-1
SECTION 2300
® TERRAZZO
1 . - EXTENT OF WORK:
a. This Contractor shall furnish all labor, material and any incidental or re-
lated items in connection therewith necessary for the properly completed installation
of all terrazzo floors and bases in areas as shown on drawings. All terrazzo work
shall be done by an experienced and reputable terrazzo contractor.
b. Terrazzo topping shall be "standard" type 5/8" thick.
c. The floor shall be 3" thick sand cushion type consisting of 1/4" sand bed,
an underbed, and a 5/8" terrazzo topping.
d. Terrazzo bases shall be sizes and shapes as called for on drawings. All
bases shall match terrazzo floor work as to color, texture, type, etc.
e. Samples: . Submit one 12' x 12" sample of terrazzo to be used for approval
as to color, texture, type, etc.
f. Inspection of Surfaces: Laying of terrazzo shall not commence in any
area until the surface is inspected by the terrazzo contractor and found to be in
satisfactory condition.
2. - MATERIALS.
a. Cement: Shall be white standard brand of type I Portland Cement,
(ASTM C-150) .
b. Sand: Shall be coarse screened, washed sand, free of organic materials
(ASTM C-33)
c. Marble: Shall be standard quarry product of sizes 1,. 2, and sometimes 3 .
Sizes shall conform to the grading and numbers adopted by the NTMA. Color shall
be as selected by Architect.
® d. Divider Strips : Divider strips, cove base dividers, and expansion
dividers shall be as shown on the drawings and as manufactured by American
Terrazzo Strip Co. , Inc. , or approved equal.
(1) Divider strips shall be 1-1/4" x 1/8" heavy top, type N, white zinc.
(2) Cove base dividers shall be 1/8" thick with 1/2" radius, white zinc.
height as required,
(3) Double expansion strip shall be type X, white zinc.
e. Color Pigments: . Shall be pure mineral pigments, lime proof and non-
fading. Color shall be as selected by Architect.
f. Curing Materials: Shall'be a liquid resin-base membrane conforming
to ASTM C-309 or wet applications (i.e. paper, plastic sheets, sand or curing
mats).
g. Sealing and Treating: . Sealers or treatments of terrazzo floors shall
be the type as recommended by Maintenance members of the N.T. M.A. , liquid
neutral, free of harmful alkali or acid, metallic salts or other strong ingredients
that may harm the floor. They shall be delivered to the job site in sealed con-
tainers bearing the manufacturers labels .
2300-1
h. Membrane: Shall insure separation of the underbed and sand bed and
shall be 15 lb. roofing felt.
i, Reinforcing: Shall be 2 x 21' 16-16 gals anized iron wire mesh.
3. WORKMANSHIP:
a. Preparation of Structural Slab: The surface of all concrete slabs ahall
be broom cleatied of all foreign material, Cover the entire slab with a 1/4 inch
layer of dry sand and lay membrane overlapping 4 inches, Over this membrane in-
stall the reinforcing lapped 4 inches and laid flat
b. Underbed: Shall consist of one part cement and four parts sand. Wet
and mix thoroughly to the proper consistency. The underbed shall be spread and
screeded to a level 5/8 inch below the finished floor line.
c. Divider Strips: While the underbed is In a semi-plastic state, install
divider strips. Form borders and divide field into panels measuring about 4'-0"
x 4'-0" as shown on drawings.
d. Terrazzo Topping:
(1) Terrazzo Mix: Shall be in the proportions of two hundred (200)
pounds of marble chips to one bag (94 pounds) of cement, mixed dry; add not more
than five and one-half gallons of water and mix thoroughly. Color (if required)
must be Neighed.
(2) Installation: A minimum of one day after the underbed and dividers
have been laid, and immediately ahead of the placing of the terrazzo topping, the
underbed shall be saturated with water; remove all excess, then thoroughly slush
and broom with the neat cement specified for the matrix with color added if
specified: This grouting shall be done immediately ahead of the placing of tht
topping. The terrazzo mix shall be placed in the panels formed by the dividers
and then sprinkled with wetted chips of the composition and percentages as speci-
fied in the schedule. Roll the topping into a compact mass with heavy stone or
metal rollers until the superfluous cement and water have been extracted. Hand
trowel to an even surface, exposing the lines of the strips on a level with the
terrazzo fill;
® (3) Curing: The floors shall be cured for a minimum of six days by
the application of specified curing materials .
e. Surfacing:
(1) Grinding: After curing, while the floor is covered with water,
the terrazzo shall be machine-rubbed, using number 24-grit or finer abrasive
stones, followed by number 80-grit or finer abrasive stones .
(2) Grouting: Immediately following the grinding, the terrazzo shall
be thoroughly cleaned. A light grouting of neat cement, as specified for the
terrazzo mix shall be applied to the surface filling all voids .
(3) Finishing: Cleaning or fine-stoning shall not commence for at
least seventy-two hours after the floors have been grouted. •All..excess_grotiting
shall be removed by machines using number 80-grit or finer abrasive stones
while the floor is covered with water. The finished surface shall show approxi-
mately 70 percent of marble chips .
f. Sealing and Treating: After the final grinding, the terrazzo shall be
thoroughly cleaned of dust and fines and when dry, the sealer or treatment shall
be applied in strict accordance with the manufacturer's directions. The floors
shall then be machine buffed.
23 00-2
f
f � •
g. Protection: If other trades will be working in the areas where terrazzo
Is installed, precautions shall be taken to protect the floors from any damage caused
by any trades .
h. Guarantee: All work shall be guaranteed by the terrazzo contractor
against all cracks and any defects caused by the use of inferior materials or work-
manship for a period of two years .
I. Completed terrazzo floors and bases shall be a first class job in every
respect and anything to the contrary will not be accepted.
i�
2300-3
SECTION 2400
ALUMINUM GLAZED WALLS, DOORS AND FRAMES
1. EXTENT OF WORK:
All pertinent requirements of the Instructions to Bidders and the General and
Special Conditions shall apply to this work.
a. This Contractor shall furnish all labor, material, and equipment necessary
for the complete installation of the Aluminum Glazed Walls, Doors, Frames, etc. ,
as shown on the drawings and herein specified and to be as manufactured by
Kawneer, Niles, Michigan.
b. Materials: All sections shall be extruded from 6063-T5 aluminum alloy
(A. S. T. M. , B 221-54T alloy 6S 1 0A-TS).
c. Glazing shall not be included. See Glass and Glazing Section.
2. ALUMINUM GLAZED WALLS AND DOOR FRAMES:
a. Description: This work will include all vertical and horizontal mullions,
door frames, transoms, sills, aluminum flashings, etc. and will be narrow-line
framing #450 as shown on drawings.
b. Materials: 1/8" thick narrow line framing extrusions #450 and #700
framing shall be sections as detailed and shall be reinforced as shown on the
drawings or as recommended by the manufacturer.
c. Construction:
(1) Vertical and horizontal members shall be positively fastened so
as to form neat hairline joints, and shall be set plumb, square and level and be
held securely in correct vertical and horizontal alignment.
(2) Horizontal rails shall be designed and erected to allow for internal
drainage and shall be weeped to the outside.
(3) Glazing for glass and spandrel panels shall utilize Polyvinyl
® gaskets or type as recommended by manufacturer to insure watertight installation.
(4) Provide aluminum flashings as shown on the drawings.
(5) All breakmetal sheet aluminum sections shall be of same finish
as aluminum doors, frames, etc.
3. ALUMINUM DOORS:
a. Description: This work will include Narrow Stile #190 doors, and hard-
ware.
(1) Doors:
(a) Shall be two (2) openings - each 6'-0" x 7'-011, single
acting, including all weatherstripping.
(b) Shall be two (2) openings - each 3'-0" x 7'-011, single
• acting, including all weatherstripping.
2400-1
• s
(2) Hardware-,
(a) Push Bars and Pull Handles - Style N - 6 sets required - 2 for
each door.
® (b) Locks - See Finish Hardware Section.
(c) Hinges - 1 Pair Butt hinges each door - 6 required.
(d) Closures - concealed overhead type in transom bar with 1050
hold open arm - 6 required.
(e) Thresholds - shall be aluminum #69-140.
Two (2) required 6'-0" long.
One (1) required 3'-0" long.
(f) Weatherstrip - provide continuous weatherstrips on both sides
of all doors.
4. FINISH:
a. All exposed aluminum work shall conform to Alcoa specifications for
® "Alumilite 204 Al R1. "-
b. Mild steel for framing operations shall conform to A. S.T. M. designation
A-283-54. Steel will receive one coat zinc chromate primer after fabrication.
Field welds and scratches to receive one touch-up coat after installation.
5. CLEANING AND PROTECTION:
a. Contractor shall provide protection for installed work.
b. Aluminum to be placed in contact with concrete, mortar, plaster, etc.
shall be given a heavy coat of alkali-resistant bituminous paint.
c. Contractor shall clean down all material furnished under this section
in accordance with manufacturers recommendations, and leave finished work free
of dirt, scratches, and surface blemishes.
6. COMPLETE INSTALLATION:
Complete installation shall be guaranteed for a period of one (1) year from
date of completion against leakage and any other failure caused by workmanship
or material.
7. SHOP DRAWINGS:
Submit three (3) sets of Shop Drawings for Architect's approval of all
materials before fabrication and erection.
s
2400-2
® s
SECTION 2500
SPECIALTY ITEMS
1. CAST ALUMINUM LETTER SIGN:
This contractor shall furnish and install one set of cast aluminum letters reading
"JEFFERSON CITY MEMORIAL AIRPORT" where shown on drawings and as detailed.
a. Cast aluminum letters shall be as manufactured by Andco Industries
Corporation, 4620 High Point Road, Greensboro, North Carolina, or approved
equal, and shall be Eloquent style #888. Size to be 14" high, 7/8" stroke,
2-5/8" deep, with type PMC-1 projected mounting with anodized aluminum sleeves.
b. Letter castings shall be from aluminum No. 214 alloy.
c. Faces of letters shall be ground smooth, polished and buffed to a mirror
like surface. Sides of letters shall be carefully filed and mechanically ground to
size. Entire letter shall have a satin anodized finish.
d. All letters shall be set plumb and true and in uniform lines. Only a
® first class erection job will be accepted. Exact location and spacing of letters
shall be verified with Architect before sign is erected.
e. Furnish three (3) sets of shop drawings. Shop drawings shall include
full size template for spacing. No fabrication shall begin until shop drawings are
approved.
2. TACKBOARD:
a. This Contractor shall furnish and install one (1) 3'-0" x 4'-0" tackboard
as manufactured by Claridge Products and Equipment, Inc. , Harrison, Arkansas,
or approved equal.
b. All tack boards shall be Claridge #1550 mounted Fabricork having 1/4"
cork cushion and 1/4" Ply Veneer backing with color as selected by Architect.
c. Trim shall be Claridge snap on extruded aluminum Trim No. 273 for a
surface mounted installation. Furnish No. 277 grounds.
d. Shop Drawings: Furnish three (3) sets of Shop Drawings for Architect's
approval before fabrication.
3, ORNAMENTAL CLOCK:
a. Contractor shall furnish and install where shown on the drawings two
(2) electric clocks as manufactured by the Howard Miller Clock Company, Zieland,
Michigan.
b. Clocks shall be No. 6773-20" diameter, satin aluminum hour indicators,
black hands and aluminum center disk.
c. Furnish three (3) sets of Shop Drawings.
d. Clocks shall be furnished with Chronopak Unit.
4. SKYDOMES:
a. Furnish and install all plastic skydomes and ceiling domes as shown
Is on the drawings, herein specified, and as manufactured by the Building Products
Division of American Cyanamide Company, Cambridge, Mass. or approved equal.
-2500-1
b. Material:
(1) Skydomes shall be complete with aluminum curb and fiberglass
insulation.
® (2) Skydomes shall be formed in one piece to specified shape of clear,
colorless acrylic plastic.
(3) Ceiling Domes shall be formed in one piece of white translucent
acrylic plastic.
(4) Units shall be shipped with a protective covering which, shall not
be stripped until the roof is completed.
c. Shop Drawings: Manufacturer's data sheets shall be submitted for Archi-
tect's approval prior to installation.
d. Manufacturer shall guarantee all material and workmanship for a period
of one year from date of final acceptance of the building.
5. ROLLING SHUTTERS:
® a. Furnish and install one (1) midget 'slat service door, and one (1) midget
slat pass window as shown on the drawings herein specified, and as manufactured
by the J. G. Wilson Corporation or approved equal.
b. Midget Slat Service door No. 9-shall have manual operation; 22 guage
flat steel curtain slats; steel angle curtain reinforcing at bottom; cast aluminum
barrel; counterbalance spring; 1/8 steel plate brackets; steel guides; 24 guage
galvanized hood; prime coat on all non-galvanized surfaces; vinyl astragel on bottom
bar of door; cermone type cylinder lock on bottom bar; and all necessary hardware,
etc. , as required for complete installation.
c. Midget Slat Pass Window No. 11 shall have manual operation; 24 guage
stainless steel curtain slats; stainless steel angle curtain reinforcing at bottom;
16 guage stainless steel head, jambs , and sill as detailed on drawings; cast
aluminum barrel; counterbalance spring; stainless steel guides intergral in jambs;
1/8" steel plate brackets; bottom bar equipped with concealed slide bolt locking
device; vinyl astragal on bottom bar of door; and all necessary hardware, etc. ,
as required for complete installation.
•
2500-2
0
SECTION 3000
PLUMBING SPECIFICATIONS
SArticle No. Page No.
11 GENERAL --- ------------------------------------------ 3000-1
2. SCOPE OF WORK ---------------------------------------- 3000-1
3, MATERIAL SUBSTITUTION -------------------------------- 3000-2
4. SHOP DRAWINGS AND MATERIAL LIST ---------------------- 3000-3
51 TESTING ---------------------------------------------- 3000-3
6. LINES AND GRADES ------------------------------------- 3000-3
7. EXCAVATION --------------------------------=---------- 3000-3
8. BACKFILLING ------------------------------------------ 3000-3
91 PIPE AND PIPING -------------------------------------- 3000-4
10. PIPE JOINTS ------------------------------------------ 3000-4
11. VALVES ----------------------------------------------- 3000-5
12. HYDRANTS -------------------------------------=------- 3000-5
13. DRAINS ----------------------------------------------- 3000-5
14. CLEANOUTS --------------------------------------------- 3000-5
15. FLASHINGS ---------------------------------------------- 3000-5
16. INSULATION ------------------------------------------ 3000-6
17. TRAPS ------------------------------------------------ 3000-6
18. BRASS FERRULES --------------------------------------- 3000-6
® 19. WATER HAMMER ------------------------------------------ 3000-6
20. HANGERS ----------------------------------------------•• 3000-6
21. SLEEVES ----------------------------------------------- 3000-6
22. PLATES ----------------------------------------------- 3000-7
23, MISCELLANEOUS IRON WORK ------------------------------ 3000-7
24, DOMESTIC WATER HEATER - ------------------------------- 3000-7
25, CIRCULATOR AND CONTROL -------------------------------- 3000-8
26. THERMOMETERS ----------------------------------------- 3000-8
27. TEMPERATURE AND PRESSURE RELIEF VALVES --------------- 3000-8
28, ELECTRIC BOOSTER HEATER SPECI:ALTIES ------------------ 3000-8
29. METER BOX ---_ _ ._----------...r.--------------------- 3000-9
30. .KITCHEN SINKS AND EQUIPMENT --------------------------- 3000-9
31. SHOCK ABSORBERS --------------------- ----------------- 3000-9
32. PLUMBING FIXTURES --------------------._ -------------- 3000-9
33. GUARANTEE -------------------------------------------- 3000-11
34. BASS BID - ALTERNATE S--------------------------------- 3000-11
3000-Index
SECTION 3000
PLUMBING SPECIFICATIONS
1. GENERAL:
a. The Plumbing Contractor shall comply with all applicable provisions
of the General Specifications and the Instructions to Bidders. The General Con-
ditions of the Contract Standard Form A-201, current edition of the American
Institute of Architects, are hereby made a part of this Specification to the same
extent as if bound herein. In addition, the Plumbing Contractor, hereafter called
"this Contractor", shall comply with all provisions of the Plumbing Drawing and
Specif ications.
b. The word "Contractor" as used in these specifications, shall be
held to mean the person, firm or corporation contracting to do the herein de-
scribed work, whether they be Prime or Sub-Contractors.
c. The word "Architect" as used in these specifications, shall be
held to mean Snipes and Capps, Architects, 420 Madison Avenue, Jefferson City,
Missouri.
d. The word "Engineer" as used in these specifications, shall be
held to mean Wilson and Aach, Consulting Enginders, 1502 Big Bend Blvd., Richmond
® Heights, St. Louis County, Missouri 63117.
e. The word "Owner" as used in these specifications, shall be held
to mean the Jefferson City Airport Commission, Jefferson City, Missouri.
2. SCOPE OF WORK:
a. This section of the specifications and the accompanying drawing
cover the requirements for all labor, materials, equipment, and service nec-
essary for.a complete plumbing installation as described herein for the New
Terminal Building for Jefferson City Memorial Airport, Jefferson City, Missouri.
(1) All electrical wiring and connections will be by the
Electrical Contractor.
(2) All gas and flue piping, and final connections for same,
will be by the Heating Contractor.
(3) All sewer and drainage work beyond a point 5'-011 outside
of exterior building walls will be by Owner.
b. This Contractor shall notify the Engineer if any details nec-
essary for a complete and satisfactory installation are omitted from these
specifications, and shall include such items in his bid.
c. Everything essential for the completion of the Plumbing work
ready for normal and proper operation shall be furnished, even if not speci-
fically specified or shown, only excepting such items as may be hereinafter
specified to be furnished by others.
d. The building shall be kept reasonably free from the accumulation
of rubbish and debris. All rubbish and debris shall be removed from time to
time, and as often as directed by the Architect.
e. All equipment and materials furnished shall be new, and they
shall conform to A.S.A. Specifications and A.S.T.M. Standards, whichever are
applicable.
f, Every supply outlet or connection to a fixture or appliance shall
be protected against backflow in accordance with the provision of standards for
air gaps and backflow preventers as provided by Plumbing Standards A.S.A. A40-
8-1955,
. g. The information given herein and on the drawings is as exact as
could be received, but its extreme accuracy is not guaranteed. This Contractor
3000-1
shall, therefore, examine the locations carefully aa.d verify al: measurements,
�ances, levels, pipe sizes, etc. before starting the work.
h. The rules, regulations and requirements of State or City Ordi-
nances, Department of Health, Utility Companies and Lucca Civil Authorities in
force at the time of execution of the contract shall become a part of this speci-
fication. If anything on the drawings or is the spe:ification is to the con-
trary, it shall be installed in accordar.ce with the above ordinances or codes.
Certificates of approval of the above authorities anall be delivered to the Archi-
tect before final payment is made. Cost of ir.spe,tion. fees, bonds, permits, or
licenses that may be required for the performani_%e of this contract shall be paid
by this Contractor.
L. Should patented articles, methods, m.&terials, fixtures, apparatus
be used in the work, this Contractor shall acquire the right to use the same
and shall hold the Owners and their agents harmless against any delay, action,
suit or costs growing out of the use of any patents.
J. This Contractor shall, after obtaining permission and instructions
from the Architect, perform all necessary cutting o; tha.nneling of floors, walls,
partitions and all fitting for proper instaNation of his work. All patching
will be by the General Contractor, unless herein or on the drawings noted other-
wise.
k. Provide temporary water to the p::oject by installation of -the
water service immediately when construction begins.
1. This Contractor shall visit the ai.te and familiarize himself
with all existing conditions and accept all conditions as he f inds them.
m. Refer to Architectural, Structure::, 1Heating and Electrical Draw-
ings and coordinate all work with that of other trades.
no This Contractor shall arrange 6md offset where necessary, with-
out any additional cost to the Owner any of the material or apparatus included
under this heading so as not to interfere with an} part of the building con-
struction or systems.
o. This Contractor shall bare any cost due to charges made contrary
to the Drawings, Specifications, or the Architect's approval.
p. Failure to report discrepancies or interferences to the Architect
automatically places this Contractor responsible for same.
3.. MATERIAL SUBSTITUTION:
® a. Where a specific trade name or ma:rufa,�turer is mentioned, this
Contractor shall use trade name or manufacturer in the Base Bid. Where several
trade names or manufacturers are mentioned, this Cont:rantor may make selection
from same for use in the Base Bid. The word "Similax" means the Engineers'
interpretation of an equal item to that specified.
b. This Contractor shall be governed by the requirements of the
"General Conditions of the Contract".
c. Any intention of this Contractor to ,substitute for equipment
specified shall be stated 3.n the Form of an Alternate Bid. This Alternate Bid
shall also incluae any monetary change, add tiffs 6r deductions) in the Con-
tractor s .proposal.
d. 8 3 uipment other than that specified will be accepted only when
written approval is given by the Architect. '-
e. This Contractor shall be held responsible for all physical changes
in piping, equipment, etc., resulting from equipment substitution and shall like-
wise bear any increased cost to other trades in makii;g said substitution. Ap-
proval by the Engineer or Architect of equipment other than specified does not
• relieve this Contractor of this responsibility.
3000-2
4. SHOP DRAWINGS AND MATERIAL LIST:
a. This Contractor shall submit to the Architect for aeproval, a
complete list of material e proposes to use In—this installation within ays
after the contract 7s sigtled. A partial st will not be considered. After ,t s
material st is approved, this Contractor shall submit to the Architect for ap-
proval, six (6) copies of shop drawings and descriptive literature of all equip-
ment to be furnished under this contract, for checking, sizes, etc., of the equip-
ment. All shop drawings shall be certified. Approval on these items must be
obtained before starting work. '-
5. TESTING:
a. All water piping shall be tested with water at 100 P.S.I. Pres-
sure shall be maintained for a period of one hour. If leaks appear, lines shall
be drained, leaks repaired, and test repeated. No piping shall be concealed in
any manner before tests are approved.
b. All lines of the drainage system shall be tested with water..
Water shall maintain a constant level for at least 15 minutes. If leaks appear,
lines shall be drained, leaks repaired and test repeated. No piping shall be
concealed in any manner before being tested, and approved.
6. LINES AND GRADES: ;
a. This Contractor shall set all construction stakes required for
establishing the lines and grades. He shall assume full responsibility for
dimensions and elevations measured from such stakes and reset all stakes dis-
placed or removed while this work is in progress.
b. He shall verify the elevations and dimensions shown on the
drawings and report any discrepancies to the Architect. No work shall be in-
stalled until all discrepancies have been resolved.
7. EXCAVATION:
a. All excavation for plumbing and drainage materials shall be to
the required depths. Trench widths shall be kept to a minimum and bottoms shall
be graded to a uniform slope and piping shall be supported throughout entire
length of pipe barrel.
b. Trenches for water service shall be excavated to such a depth
as to allow a finished covering (3'-61*) sufficient to protect if from frost and
other damage.
c. The minimum excavation for structures shall be such as to give a
clearance inside the sheeting of one (1) foot on all .sides above the foundation,
but in all cases the excavation shall be large enough to include the foundation
for the structure.
d. Where excavation is of such a nature, or other conditions are
such as to render it necessary, the sides of the trenches shall be firmly
supported by adequate sheeting and bracing.
e. Trenches shall be generally free of water. In no case, shall
excavated materials be placed so as to interfere with the work of others.
8. BACKFILLING:
a. Water Service:
(1) Water service pipe shall be bedded on solid earth and
backf filled for a depth of at least 6" over the top of
the pipe with clean, dry earth, or sand, and followed by
12" of clean earth. The sand and earth shall be care-
fully deposited uniform layers and not exceeding 6" in
depth. Each layer shall be carefully and solidly tamped
with appropriate tools in such a manner as to avoid injur-
ing or disturbing the completed work.
3000-3
(2) Baekfilling for the remainder of the trench shall be
approved material free from organic matter and con-
taining no atones over 1011 in their largest dimensions.
® Stones which are used in backfilling shall be dis-
tributed through the earth baekfill so that interstices
are filled with fine material. All backfilling shall
be deposited as directed and be spread in layers and
solidly tamped. Jetting will be considered as adequate
on trenches, not to be under paved areas.
b. House Underground Drain Work: House underground drain work to
51-01' beyond buffaing, or as indicated, s a 1 have the same backf ill as mention-
ed under Paragraph a., except compaction shall be to 90% maximum density (AASHO)
and no jetting will be allowed. Any settlement shall be corrected by refilling
and retamping.
e. Backf ill for underground water pipe shall be as mentioned under
Paragraphs a. and b.
9. PIPE AND PIPING:
a. The piping systems shall conform to the requirements of the
local plumbing and building codes for this area.
b. House Drain, Soil, Waste and Vents: Service weight, Bell and
Spigot, cast iron soil pipe, tarred, conforming, A.S.T.M. A74-42, A.S.A. 40.1,
and Federal Spec. W1i-P-401 or lead pipe, where more practical, carrying the seal
of the Lead Industries Association and in accordance with the following schedule:
I" internal diameter pipe, 2 lbs. 0 oz. per ft.
lltt
it it et 2 It 8 of it it
IT t tt it ft 3 It 8 it it tt
21t If It it 4 ft 12 ft it tr
311 to it it 6 It 0 it it ft
4tt ft it tt 8 n 0 If If et
as Downspouts and E?gtg*ed Kitchen Waste and Vent: Type "M" copper
tubing conforming to Federal Spec. WW-T-799 with cast dra. age fittings.
d. Water Pipe:
(1) Water Service (Exterior) : Seamless copper tubing con-
forming to Federal Spec. WW-T-799, Type I'M', soft
temper, Class 'D", suitable for 450 psi working pres-
sure, with wrought copper or cast solder fittings.
® (2) House Piping (Interior) : Seamless copper tubing con-
forming to Federal Spec. WW-T-799 with Type "K", soft
temper underground and Type "L", hard temper above grade
in building with wrought copper or cast solder fittings.
All tubing shall be Class "D" suitable for 450 psi work-
ing pressure.
10. PIPt JOINTS:
a. Cast Iron Soil Pipe: Yarned with oakum and poured with molten
lead and caulked.
b.. Lead Pipe: Wiped lead to lead or extra heavy red brass, extra
long ferrules for lead to soil.
e. Copper Pipe:
(1) Types "K" and "L": 1" and smaller, 50-50 solder with
#50 petrolatum - over 1", 95.5. No acid core wire solder
or liquid flux permitted. Unions shall be streamline
ground joint.
(2) Type "M": 50-50 solder with #50 petrolatum.
3000-4
11. VALVES:
...............
a. Underoround StopValve�: Mueller curb stop and drain Figure
II-10202-211, F.S.P.S. i•nis a d outlet, for 3'-6" bury.
b. Control Valves:
(1) 1" and smaller - NIBCO #728-Y pattern copper to copper
globe valves unless called out as a gate valve NIBCO
#729.
(2) 11" to 2" - NIBCO #82 gate valves. Install with sweat
adapters for copper tubing.
c. Check Valves: NIBCO 11785-Y copper to copper swing check valves.
d. Hose Bibbs: NIBCO 1173 F.S.P.S. to hose valve.
e. Balancing Cocks: 125 lb. flat head bronze cock. Install sweat
adapters for copper tubing*
f. Similar valves by Crane, Jenkins, Walworth, Stockham and Hammond
will be approved.
® 12. HYDRANTS:
® a. Yard Hydrants: JOSAM Series No. 1430-N-4" for 3'-6" bury.
b. Wall Hydrants: JOSAM Series No. 1400-N-a" for 12" thick walls.
c. Similar hydrants by American Foundry and Mfg. Co. and Kupferle
Foundry will be approved.
13. DRAINS:
a. Floor Drains - Type "A": JOSAM Series No. 300 cast iron drain
with Series No. A-SF 6" diameter chrome plated adjustable "Super-Flo" strainer.
Provide cast iron deep seal "P" traps.
b. Floor Drains - Type "B": JOSAM Series No. 7020 cast iron "Super-
Flo" drain with 9" round top and heavy anti-tilting grate.
c. Roof Drains - Type "A": JOSAM Series No. 4110 cast iron drain with
large sump.and flange, rem .able mushroom dome, flashing clamp, deck clamp, and
integral gravel stop.
Ad. Roof Drains - Type "B": JOSAM Series No. 4120 cast iron drain
with large sump, removable mushroom dome, flashing clamp, deck clamp and integral
gravel stop.
e. Similar drains by American Foundry and Mfg. Co. and Zurn will be
approved.
14. CL$ANOUTS:
a. Floor Cleanouts (F.C.O.) : JOSAM Series Y-690-B cast iron ferrule
and adjustable cast bronze floor clea:iout with chrome plated solid scoriated se-
cured cover with c.o. cast in, and concealed bronze threaded plug.
b. Similar cleanouts by American Foundry and Mfg. Co. and Zurn will be
approved.
15. FLASHINGS:
a. Vent stacks passing through the roof shall be flashed with 4 lb.
sheet lead or copper. The flashing shall be extended 12" in all directions from
the outside diameter of the pipe, and up along the barrel of the pipe, where it
shall be turned down into the pipe for a minimum of 3
3000-5
16. INSULATION:
a. All water pipe inside the building and above the floor slab, ex-
cept at fixture branches, shall be insulated with z' Fiberglas low pressure pipe
insulation with a vapor barrier jacket. Fittings shall be insulated with open
mesh glass fabric finished with a heavy coat of vapor barrier mastic. Insulation
of fittings shall be sealed off by trowelling mastic over exposed and of the in-
sulation down to the pipe and applying cement with canvas covering over mastic.
b. All interior downspouts and roof drain bodies shall be insulated
same as Paragraph a. above.
c. Electric water cooler waste shall be insulated same as Paragraph a.
above.
d. All insulation shall run continuous through walls. Valve bodies
shall be insulated same as fittings.
e. All pipe insulation shall be applied over clean, dry surfaces,
with all sections butted firmly together, when pipe is approximately at room
temperature.
f. All balding where required shall be aluminum or brass bands, spaced
on 18" centers.
g. Insulation by Guatin-Bacon, Fiberglas, Armstrong and Owens-Corning
will be approved.
17. TRAPS: ,
a. Each fixture shall be fitted with a trap, set in all cases as
close as possible to the outlet. Traps under lavatories,, sinks, etc., shall be
sized according to local code requirements. All traps shall be properly vented,
according to local code requirements.
18. BRASS FERRULES:
a. Ferrules shall be extra heavy red brass, extra long and smooth on
the inside. For waste, soil and vent connection, the lead shall extend through
the ferrules, be turned back, wiped with solder and caulked into the hub.
19. WATER HAMMER:
a. The entire ,fob shall be free of water hammer. Install air
chambers full tube size and a minimum of 12" long on all hot and cold water
piping at each fixture.
® 20. HANGERS:
a. Soil, Waste and Vent Pipe: Grinnell Figure No. 260 clevis hangers,
spaced 5'-0" on 'centers.
b. Downspout Pipe: Same as paragraph a. above, copper plated.
c. Water Pipe: Grinnell Figure No. 108 split ring hanger copper
plated, spaced 8'-0" on centers.
d. The use of perforated strap hangers will not be permitted.
e. Hanger rod size shall be as recommended by hanger manufacturer.
f. Similar hangers by Fee and Mason and Crane will be approved.
21. SLEEVES:
a. Sleeves thru outside foundation walls shall be 20 gauge gal-
vanized steel, two pipe sizes larger than pipe passing thru. The sleeves shall
be nailed or secured to forms and filled with sand.
3000-6
b. This Contractor shall co-ordinate and locate his work with other
trades. The exact locations of sleeves in chases in toilet areas shall be es-
tablished by' this Contractor. Should sleeve spaces fail to line up, this Con-
tractor shall be responsible for filling unusable hole and cutting new hole as
per the General Contractor's recommendation for cutting slab.
e. The annular space between sleeves and all drain, water, and
sewer piping passing through outside walls, above and below grade, shall be pro-
perly caulked to prevent any seepage thru these openings. This space between
all sleeves, is to be thoroughly packed with oakum and the remaining space filled
with a mastic, and must be water-tight. Where lines run under foundation walls,
allow at least 1-" clearance between pipe and sleeve.
22. PLATES:
a. All uncovered pipe passing through floors, walls, and ceilings
shall have plat6s installed on both sides. Plates shall be chromium plated,
spring and snap type Beaton and Corbin No. 10-BC, or approved equal. Plates are
required only on uninsulated piping.
23. MISCELLANEOUS IRON WORK:
a. The following items require field and prefabricated iron and
iron casting work by this Contractor:
(1) Grease Trap: American Foundry and Mfg. Co. No; 50-3-
WA solid frame and cover with recessed
handle.
Cover to weigh approximately 135 lbs.
(2) Downspout Nozzle: JOSAM Series No. 4980-BB cast rough
bronze, IPS connection, loose wall
flange, brass anchor bolts.
(3) Valve Box: American Foundry and Mfg. Co. Series
140 cast iron roadway box marked
"WATER" with operating wrench, for
3'-6" bury.
(4) Lavatory Support: Steel plate, 1/8" thick by length re-
quired, see detail on drawing.
(5) Meter Box: American Foundry and Mfg. Co. No. 34
cast iron square frame and cover mark-
ed "WATER".
b. Miscellaneous iron by American Foundry, Tower Grove Foundry, Neenah
Foundry and Josam will be approved.
24. DOMESTIC WATER HEATER:
a. Gas Fired:
(1) Heater: Ruud Mfg. Co. Model CS85-150-1 automatic gas
firewater heater, 85 gallon storage, 126 gph recovery
at a 100° F. temperature rise, 150,000 BTU/HR input
(L.P. gas) ,
(2) Construction and Controls: The unit shall have steel re-
inforced copper tank (tested 300 psi and working 150 psi
pressure), heavy steel baked enamel jacket, steel base and
legs, draft diverter, handhole cleanout, blanket type, 2"
glass fibre insulation, drain valve, cast iron burners, and
100% type control with pilot flame extinction automatically
shutting off gas to main and pilot burner.
40
3000-7
(3) Heater shall carry a 5 year guarantee.
(4) Flue will be furnished and installed by Heating Con-
tractor.
b. Water heater by Rheem, A. 0. Smith, Day-Night, John Wood, Republic
will be approved.
25. CIRCULATOR AND CONTROL:
a. Circulator: Furnish and install where shown, a line type booster
pump with watertight mechanical seal, harden steel shaft, all bronze and having
the following characteristics:
Model: Taco No. 113-B-i",
1/8 H.P., 1725 RPM, 120 V,
60 cycle, 1 phase
Capacity: 5 GPM at 17 ft. head
b. Control Aquastat: Furnish and mount where shown, a line voltage
type immersion hot water aquastat. Aquastat shall stop circulator when temperature
in return line reaches a predetermined setting and start when temperature drops
in return line. Aquastat shall -have adjustable control points.
c. All wiring and connections, including starters and disconnects to
the equipment will be by the Electrical Contractor.
d. Circulator shall be supported as required.
e. Similar circulator by Bell and Gossett and Thrush will be approved.
26. THERMOMETERS:
a. Marshalltown Mfg. Co. Figure No. 100, or approved equal, 200 to
240° F. reading, 32' diameter drawn stainless steel case, bi-metal helix actuation,
304 stainless steel stem and 2' S.P.T. connections.
b. Similar thermometers by Palmer and American will be approved.
27. TEMPERATURE AND PRESSURE RELIEF VALVES:
a. Gas Fired Water Heater (If Required) : Watts Regulatoir Co. No. 240-
1" automatic, self-closing w th test lever.
b. Electric Water Heater: Watts Regulator Co. No. 4XL-i" automatic',
self-closing with test lever.
28. ELECTRIC BOOSTER HEATER SPECIALTIES:
a. The Plumbing Contractor shall furnish and install the following
specialties for the Electric Booster Heater:
(1) Pressure Gauges: Marshalltown Mfg. Co. Fig. No. 23, 0 to
200 pa gauge pressure, 3y' diameter drawn steel case,
brass movement, 4' IPS connection.
3000-8
0
(2) Temperature and Pressure Relief Valve: Watts Regulator
Co. No. 40L ASME rated, automat c, self-closing with
test lever.
b. Similar specialties by Palmer, Watts, Cash-Acme, and Marshalltown
will be approved.
c. This Contractor shall consult with Kitchen Equipmant Contractor
regarding the above items, and, if any or all of the above are to be furnished
with the booster heater (furnished by Kitchen Equipment Contractor) this Con-
tractor shall not furnish them under his contract.
29. METER BOX:
a. Furnish and install, where shown, a one-piece, pre-cast reinforced
concrete, pyramid type meter box, as manufactured by the Sitton Septic Tank Co.,
St. Louis County, Missouri, or approved equal.
30. KITCHEN SINKS AND EQUIPMENT:
a. All kitchen equipment will be furnished and erected by the supplier
of the kitchen equipment. All faucets and sink strainers will be furnished with
this kitchen equipment. Plumbing Contractor shall uncrate and mount faucets as
required.
b. The Plumbing Contractor shall furnish all required traps, equal
to cast brass "P" traps or continuous waste, and all tailpieces of 17 gauge
tubing; he shall also furnish all stop valves, check valves, piping connections,
fittings, etc., and all else as required for the operation of the furnished
equipment., Each unit shall be provided with individual loose key stops.
c. The Plumbing Contractor shall connect all such above mentioned
kitchen equipment to the plumbing water, waste and vent lines, and perform all
work required for the proper installation and operation of the furnished equip-
ment.
'd: All exposed waste and water piping and fittings exposed to view
or in base cabinets, shall be painted with silver paint.
31. SHOCK ABSORBERS:
a. JOSAM No. 1485-1-4" Absorb-o-tron shock absorber, polished stain-
less steel shell, pressurized argon pneumatic displacement cushion, glycerine
hydraulic displacement fluid, elastomer bellows, flow control orifice, stainless
steel adapter, threaded plug.
b. Similar shock absorbers by American Foundry and Mfg. Co. will be
approved.
32. PLUMBING FIXTURES:
a. GENERAL:
(1) The items listed herein are set forth to establish a
standard of quality, other items of equal quality are
subject to approval as stated in these specifications.
(2) This Contractor shall furnish and install all plumbing
fixtures shown on the drawings, even though they may-
not necessarily be described in these specifications.
(3) All fixtures shall be set after the floors in the
particular areas have been finished. The Plumbing
Contractor shall protect all floors and will be held
responsible for all damage to same as a result of' his
work.
• (4) The Plumbing Contractor shall furnish all necessary
grounds, anchors, hangers, etc., to properly secure or
hang fixtures.
3000-9
Now
® •
(5) The following materials which are in exposed, finished
area shall be as follows:
as Brass pipe and piping shall be chrome plated.
b. Material parts shall be chrome plated.
c. Pipes passing thru walls shall have cast brass
chrome plated escutcheons cemented to pipe at wall.
d. Bolts, clamps, screws, etc., shall be chrome plated
brass.
e. All stops shall be in one horizontal plane and be
true and straight with wall block and floors.
f. Urinal nipples shall be threaded brass.
(6) Fixture numbers listed are from the Kohler Co. Catalog,
similar fixtures by Crane, Eljer or American-Standard
will be approved.
(7) Similar water closet seats by Olsonite and Benecke will be
approved.
® (8) Brass trim numbers listed are from the Speakman Co. Catalog.
Similar brass trim by Chicago Faucets Co. and Kohler Co.
will be approved.
(9) Similar electric water coolers by Oasis and Sunroe will be
approved.
b. WATER CLOSETS:
(1) Bowl: Kohler K-4272-ET 'WELLAND" eloneted
siphon jet quiet action, with 1?' top
spud and china bolt caps.
(2) Valve: Delany "FLUSHBOY" 402-AVBQ with vacuum
breaker and screw-driver stop.
(3) Seat: Sperzel No. M-le white open front seat
less cover.
c. URINALS:
® (1) Bowl: Kohler K-5005-T "DERRY" vitreous china
wall hung blowout action, with 12' top
spud and 2" female wall outlet.
(2) Valve: Delany "FLUSHBOY" No. 452-AVBH vacuum
breaker and screw-driver stop.
(3) Support: Steel plate and wall bolts.
d. LAVATORIES:
(1) Bowl: K-2020 "GREENWICH" 20" x 1811 vitreous
china lavatory drilled for 8" wide-
spread fitting with extra hole drilled
to right of faucets for soap dispenser.
(2) Fitting: S-4011 "COMMANDOR" combination lavatory
fitting with concealed vandl-rator, 8"
c.c., less chain and stay.
(3) Strainer: K-7714 perforated grate, l4' tailpiece.
(4) Supplies: K-7606 3/8" angle supply with loose
key stop, a' IPS.
3000-10
(5) Support: Steel plate and concealed wall hangers.
(6) Tra : K-9000-14" cast brass "P" trap.
(7) Soap Dispenser: Bobrick Model B-8295MG for liquid soap
to be mounted thru hole in lavatory,
spout to drip in bowl.
e. SERVICE SINKS:
(1) Sink: K-6716 "BANNON" 24" x 20" cast iron acid
resisting enameled inside, with back
and wall hanger.
(2) Faucet: S-4830-ISVB hose end service sink fitting
with vacuum breaker, integral stops, pail
hook and wall brace.
(3) Rim Ghard: K-8936 stainless steel.
(4) Trap Standaid: K-6673-31= enameled inside with strainer.
f. ELECTRIC WATER COOLER:
® (1) Halsey W. Taylor Model No. RWM 1OA-1 semi-recessed, her-
metically sealed, air cooled unit with a capacity of 16.0
GPH at supply water temperature of 70° and room temperature
70°.
(2) Unit shall have 20 gauge stainless steel receptor, (Type 304)
No. 4 finish and stainless steel cabinet.
(3) Unit shall have a 20 gauge steel cabinet.
(4) Compressor shall be hermeti::a ly sealed, lubricated, built-
in overload protector, 125 volt, 60 cycle, single phase.
(5) Unit shall be complete with B-7689 mounting frame.
(6) Provide 14' cast brass "P" trap.
3j. GUARANTEE:
a. This Contractor shall guarantee all workmanship and materials furn-
ished by him for a period of one year from the date of final acceptance of the in-
stallation; and he shall repair and make good, at his own expense, any and all
defects which may develop in said workmanship or materials during the guarantee
period. Upon failure to make such repairs after notice from the Architect, with-
in ten days after receipt of such notice, the Architect shall have the work done
and the cost thereof charged to this Contractor.
b. Approval of the installation by the Architect shall in no way be
construed as releasing this Contractor from his guarantee.
34. BASE BID-ALTERNknS:
a. Base Bid: The Base Bid shall include all labor and materials for
the complete plumb drainage systems as heretofore specified and as shown
on the drawings.
I
b.. Alternate Bid No. P-l: This Contractor shall state the monetary
deduction to the Base Bid for the omission of the Hot Water Return circulating
nee.This includes all pipe, fittings, valves, hangers, insulation, circulator,
aquastat, thermometer, etc.
c. Alternate Bid No. P-2: This Contractor shall state the monetary
deduction to the Base Bid for omitting the insulation on the hot water piping
•
Rrioughogt the building.
3000-11
+�
SECTION 4000
HEATING, VENTILATING AND AIR CONDITIONING SPECIFICATIONS
Article cle No. Page No.
1. GENERAL ---------------------------------------------- 4000-1
2. SCOPE OF WORK --------------------------------------- 4000-1
3, SHOP DRAWINGS AND MATERIAL LIST ----------------------- 4000-2
4, MATERIAL STANDARDS AND SUBSTITUTION ------------------ 4000-3
S. FURNACE #1, COIL, CONDENSING UNIT #F-1 AND CONTROLS -- 4000-3
6, PACKAGE AIR HANDLING UNIT #AH-1 AND CONTROLS --------- 4000-4
7, AIR COOLED CONDENSING UNIT #AH-1 --------------------- 4000-5
8. DUCT FURNACE #AH-1 ----------------------------------- 4000-6
9. REFRIGERANT SYSTEMS, SPECIALTIES, ETC. --------------- 4000-6
10. REFRIGERANT AND DRAIN PIPING ------------------------- 4000-8
11. L.P. PROPANE GAS SERVICE AND REGULATORS -------------- 4000-8
12. PIPE HANGERS ----------------------------------------- 4000-9
13, DUCTWORK, GALVANIZED IRON WORK, AND FLUES ------------ 4000-9
14. ROOF TYPE EXHAUST FANS ------------------------------- 4000-11
15. GRILLES, REGISTERS AND DIFFUSERS --------------------- 4000-11
16. AIR INTAKE LOUVERS ----------------------------------- 4000-12
® 17. WIRING AND WIRING DIAGRAMS --------------------------- 4000-12
18. DESIGN CONDITIONS ------------------------------------ 4000-12
19, EXCAVATION AND BACKFILLING --------- --------------- 4000-12
20, CONCRETE WORK AND FOUNDATIONS ------------------------ 4000-13
21. OPERATING INSTRUCTIONS, PARTS LISTS, SPARE PARTS ----- 4000-13
22, TESTING AND ADJUSTING -------------------------------- 4000-13
23.. INSPECTIONS ------------------------------------------ 4000-13
24. GUARANTEE ----------------------------.---------------- 4000-13
s .
4000-Index
SECTION 4000
HEATING, VENTILATING AND AIR CONDITIONING SPECIFICATIONS
1. GENERAL:
a. The Heating, Ventilating and Air Conditioning Contractor shall
comply with all applicable provisions of the General Specifications and the In-
structions to Bidders. The General Conditions of the Contract, Standard Form A-201,
current edition of the American Institute of Architects are hereby made a part of
this Specification to the same extent as if bound herein. In addition, the Heating,
Ventilating and Air Conditioning Contractor, hereafter called "this Contractor",
shall comply with all provisions of the Heating, ventilating and Air Conditioning
Drawings and Specifications.
b. The word "Contractor" as used in these specifications, shall be
held to mean the person, firm or corporation contracting to do the herein described
work, whether they be Prime or Sub-Contractors.
C. The word "Architect" as used in these specifications, shall be held
to mean Snipes and Capps, Architects, 420 Madison Avenue, Jefferson City, Missouri.
d. The word "Engineer" as used in these specifications, shall be held
to mean Wilson and Aach, Consulting Engineers, 1502 Big Bend Boulevard, Richmond
Heights, St. Louis County, Missouri 63117.
e. The word "Owner" as used in these specifications shall be held
to mean the Jefferson City Airport Commission.
2. SCOPE OF WORK:
a. Before submitting a proposal, this Contractor shall carefully exam-
ine the Drawings and Specifications, visit the site of the work and inform himself
fully as to all conditions. It is expressly understood that his proposal is based
on the above requirements and conditions and that it covers everything necessary to
do and to complete the work.
b. These Specifications and the accompanying Drawings (Noted HV-1 and
HV-2) are intended to cover the furnishing of all labor, equipment, and material
necessary to install completely all heating, ventilating and air conditioning equip,-
ment and facilities as covered herein for the New Terminal Building for Jefferson
City Memorial Airport, Jefferson City, Missouri. All equipment furnished shall be
complete, and manufactured and installed so as to operate in the manner intended.
c. This division shall include the furnishing of all labor, materials,
fees, tools, permits, certificates and temporary protection required for the com-
plete installation of all heating, ventilating and air conditioning work shown on
the Drawings and herein specified or both.
d. Everything essential for the completion of the heating, ventila-
ting and air conditioning work ready for normal and proper operation shall be
furnished, even if not specifically specified or shown, only excepting such items
as may be hereinafter specified to be furnished by others.
e. The building shall be kept reasonably free from the accumulation
of rubbish and debris. All rubbish and debris shall be removed from time to time,
and as often as directed by the Architect.
f. This Contractor shall plan and execute his work so as to not inter-
fere with the other Contractors in the building. He shall refer to the Archi-
tectural, Plumbing, Structural, and Electrical Drawings for dimensions and details
of the building and locations of the equipment but he shall not scale the drawings
for exact dimensions. He shall check all measurements at the building and adjust
his work to fit into space allotted for same. Close cooperation between all
trades will be required throughout the work to prevent interferences in their
respective installations. Any work of this Contractor, installed without regard
for the work of other crafts, which must, in the opinion of the Architect, nec-
essarily be moved to permit the proper installation cf other work, shall be moved
• as part of the heating, ventilating and air conditioning work without extra
charge.
4000-1
g. All workmanship shall be thoroughly first class in both effective-
ness and appearance whether finally concealed or exposed and shall be executed by
none but experienced mechanics.
® h. All chases and openings required for ducts and grilles passing
thru walls, floors and roof, shall be provided by the General Contractor, but the
Heating Contractor shall be responsible for their correct sizes and locations,
otherwise the openings shall be cut by the Heating Contractor.
i. This Contractor shall do all necessary cutting of floors, wallet
partitions and do all fitter for the proper Lnstallation of his work, Before
doing any cutting or channeling, the Contractor shall obtain perm ss on from the
Architect and shall follow his instruction as to the method of cutting. All cutt-
ing shall be neatly done, and in no case shall holes be cut larger than necessary
to allow convenient installation.
j. All patching of walls and ceilings shall be by the General Contractor,
unless herein noted to the contrary. See "Ductwork" for wood grounds at ductwork
piercing walls.
k. Refrigerant and gas piping passing thru floors, walls and roof shall
be provided with 20 gauge galvanized iron sleeves. Sleeves shall be set in place
and securely anchored before concrete is poured or walls are erected. Refrigerant
and gas piping passing thru outside wall or roof shall be provided with steel pipe
sleeves. Caulk annular spaces watertight.
1. All finish painting of equipment, piping, and ductwork herein speci-
fied, and of finished surfaces within building shall be by the General Contractor.
m. The General Contractor shall furnish and install:
(1) All required lintels in walls.
(2) Intake louver in Mechanical Equipment Room.
(3) Door louvers and door cut short.
(4) All openings thru walls, floors and roofs for ducts,
flues, registers, etc. Sleeves and wood grounds, where
required, shall be by the Heating Contractor.
no Floor drains and domestic hot water heaters shall be provided by
the Plumbing Contractor.
o. All electrical power wiring and connections shall be furnished and
installed by the Electrical Contractor. Deliver all remote starters and motors to
the Electrical Contractor for installation.
®
P. All control wiring shall be by the Heating Contractor. If the furn-
ace motor and starter is not factory wired, the Heating Contractor shall include
this wiring in the Heating Contract.
q. Wood supports for condensing units on roof to be by the Heating Con-
tractor.
r. Flues for furnace, duct furnace and domestic hot water heater to be
by the Heating Contractor.
s. Gas piping system, including final connections to all gas fired
equipment, shall be furnished and installed by the Heating Contractor.
to All concrete pads or foundations for mechanical equipment shall be
by the Heating Contractor.
3. SHOP DRAWINGS AND MATERIAL LIST:
a. Submit to Architect for approval, a material list of equipment to
be used, within 30 days after signing of contract.
b. After above list is approved, submit six (6) copies of detailed and
certified shop drawings of equipment herein included, to Architect for approval.
Approval—must be obtained before starting work.
4000-2
4. MATERIAL STANDARDS AND SUBSTITUTION:
as All equipment and materials furnished shall be new, and they shall
conform to the A.S.A. Specifications and A.S.T.M. Standards, whichever are appli-
cable. All items of heating, ventilating and air conditioning equipment shall be
of the latest standard catalog product of reputable manufacturers. Where two or
more items of the same kind of equipment are required, they shall be the product of
a single manufacturer.
b. Where a specific trade name or manufacturer is mentioned, this Con-
tractor shall use said trade name or manufacturer in the Base Bid. Where several
trade names or manufacturers are mentioned, this Contractor may make selections
from same for use in the same Base Bid.
c. This Contractor shall be governed by the requirements of the "Gen-
eral Conditions of the Contract".
d. Any intention of this Contractor to substitute for equipment speci-
fied shall be stated in the Form of an Alternate B Th s Alternate Bid shall
also Include any monetary change (additions or deductions) in the Contractor's
proposal.
e. Equipment other than that specified will be accepted only when
written approval is given by the Arch 7 tect.
f. This Contractor shall be held responsible for all physical changes
in ductwork, equipment, etc., resulting from equipment substitution and shall like-
wise bear any increased cost to .other trades in making such substitution. Approval
by the Architect of equipment other than specified does not relieve this Contractor
of this responsibility.
5. FURNACE #1, COIL, CONDENSING UNIT #F-1 AND CONTROLS:
a. One (1) system is required, with forced warm air, gas fired furnace,
integral direct expansion cooling coil, and remote air cooled condensing unit. Re-
fer to schedule on drawings for sizes and capacities of this equipment.
b. Warm air furnace shall conform with the following:
(1) Unit to be floor mounted where shown, atop 4" high
concrete pad.
(2) Permanent high velocity type filters, with rack, mounted
where indicated on drawings.
(3) Rubber mounted centrifugal blowers with V-belt drive with
adjustable pulleys and motor.
(4) S2_otted port, cast iron gas burner.
(5) Matched steel cabinet and coil plenum sections with access
doors, knockouts, combustion air louvers, etc.
(6) Built-in draft diverter.
. (7) L.P. gas manifold assembly and gas pressure regulator.
(8) Automatic gas valve (solenoid) .
(9) Gas shut-off cocks for burner and pilot.
(10) Combination blower and limit control.
(11) Pilot assembly and thermocouple. Pilot to be 100% safety
shut-off type.
(12) Pipe assemblies (factory installed) including pilots.
(13) Cooling coil in plenum with refrigerant and drain piping
connections.
(14) Flexible (canvas) connections at duct connections to
furnace and plenum.
(15) Up-flow unit.
(16) Factory furnished and installed fan motor, motor starter
and wiring.
e. Condensing Unit #F-1 shall conform with the following:
(1) Multiple cylinder compressors. Refrigerant to be Freon-22.
(2) Condenser coils to be multiple row, copper tube, aluminum
fin construction.
4000-3
(3) Casing to be steel with permanent weatherproof finish
and internal insulation.
(4) Electrical Control Panel (including transformer, magnetic
® motor starters, and blower relay) .
(5) Thermal overload cut-out with automatic reset.
(6) High and low pressure cut-out with manual reset.
(7) Running and starting capacitors.
(8) Potential Relay.
(9) Dryer.
(10) Factory furnished and installed controls and wiring.
d. Condensing unit shall be located on roof where indicated and mount-
ed atop 6 x 6 creosoted wood members, furnished and installed by the Heating Con-
tractor. Anchor unit to wood 6 x 6.
e. Furnish complete refrigerant (R-22) charge for the system.
f. Condensing unit shall have complete factory installed and wired
controls including dual switch with hi-lo pressure cut-out. Unit fan and com-
pressor shall operate from pressure switch and remote thermostat. Electrical Con-
tractor shall furnish and install separate 240 volt, three phase circuit to unit
thru disconnect switch. The Heating Contractor shall furnish and install all con-
trol wiring between room thermostat, furnace, and condensing unit. All control
wiring shall be run in conduit.
g. Remote room thermostat shall be low voltage, combination heating
and cooling thermostat for year 'round service. Thermostat shall have built-in
switch for automatic or manual fan operation. Thermostat shall be wired by the
Heating Contractor. Electrical Contractor shall furnish and install 240 volt,
three phase circuit to furnace control box. Thermostat shall be mounted where
shown, 5'-0" above floor. Cooling side of thermostat shall be single stage.
Thermostat shall have indicating thermometer. All necessary relays, switches,
transformers, ate. shall be included for complete control and operation of equip•-
meet.
h. Similar heating and cooling equipment as manufactured by Lennox
or Mueller may be substituted for Janitrol equipment. Contractor is cautioned
to check all physical dimensions, equipment room headroom, space, etc., n making
substitutions.
I. The Heating Contractor shall furnish all wiring necessary, if
the furnace motor and starter are not factory wired.
66 PACKAGE AIR HANDLING UNIT /BAH-1 AND CONTROIS:
a. Furnish and install where shown on drawings one (1) single-zone
package air handling unit, in conformance with the schedule on the drawings and
in the location indicated. Unit shall be as manufactured by Dunham-Bush, Buffalo
Forge or Trane Co., and shall fit into space allotted.
b. Unit shall be vertical type and shall be of sectionalized con-
struction and shall include fan section, direct expansion cooling coil section,
and filter section. Unit shall be arranged for connection to built-up return
and fresh air plenum.
c. Unit shall also conform with the following: All interior ser-
vices of the casing enclosure are to be thermally and acoustically insulated
with 1" thick blanket of glass fiber with neoprene sprayed face. The drain
pan shall be of double bottom construction providing insulation against ex-
ternal condensation and be covered on the inside with at least 1/8" mastic
coating. The casing is to be bonderized and given a prime coat followed by a
protective sprayed enamel finish. The fans shall be statically and dynamically
balanced and shall be belt driven using an adjustable pitch pulley, provided
with belt guards. The fan shaft shall be of solid steel and rotate in self-
aligning ball bearings, lubricated for life. Direct expansion coil is to be of
the tube and continuous plate fin type. Aluminum fins are to be mechanically
bonded to copper tubing. The tubes shall be staggered in the direction for the
air flow. The direct expansion cooling coil shall be complete with an equalizing
type distributor to make certain that every coil circuit receives equal amounts
4000-4
of liquid. The coil shall be tested to 300# psig air pressure under water. The
coil shall be dehydrated, pressure tested with refrigerant, and sealed with a
holding charge of dry nitrogen before assembly into the unit. The filters shall
be 2" thick and shall be of the high velocity, cleanable type.
d. Unit shall be mounted atop rubber-in-shear type vibration elimi-
nators and be anchored to concrete pad furnished and installed by the Heating
Contractor.
e. Refer to piping details on the drawings for coil connections.
f. Drain piping from unit drain pans shall run to floor drain as in-
dicated on drawings.
g. Motor on above unit shall be of the current and speeds as listed
in the schedule on drawings with a minimum of 40° C. temperature rise above
ambient.
h. Furnish for the fan motor a three phase magnetic motor starter,
in conformance with overload protection and low voltage release. Motor starter
shall be provided with the necessary auxiliary contacts to complete the control
sequence and interlocks as hereinafter stated. Disconnect switches and in-
stallation of starter and motor and all power wiring of same shall be by the
Electrical Contractor. Control and interlock wiring shall be by the Heating Con-
tractor.
i. Furnish and install a remote, low voltage, combination heating
and cooling, room thermostat, with built-in switch for automatic or manual fan
operation. Cooling side of thermostat shall be for one stage operation and
shall be wired to the solenoid valve on the evaporator coil. With thermostat
in "cooling" position and fan switch in "manual"; the supply air fan shall run
continually and the solenoid valve and condensing unit #AH-l. Provide an inter-
lock such that the condensing unit cannot operate unless the supply air fan in
the air handling unit is running. With thermostat in the "heating" position and
fan switch in the "auto" position, the thermostat shall control the operation
of the gas valve on duct furnace #AH-1 and supply air fan shall cycle from fan
control on duct furnace. Thermostat shall be mounted where shown V-011 above
floor and shall be provided with indicating thermometer. The Heating Contractor
shall furnish and install all relays, switches, transformers, as well as all
control and interlock wiring for the complete control and operation of this
system.
j. The Heating Contractor shall install all accessories and/or re-
frigerant specialties requiring field installation.
7. AIR COOLED CONDENSING UNIT #AH-1:
a. Furnish and install on roof where shown on drawings Dunham-Bush
or Trane remote air cooled condensing unit of the type, size and having the
capacity at the conditions, as indicated in the schedule on the drawings.
b. Compressor shall be of the accessible hermetic type. Compressor
shall be provided with a 1750 RPM motor of the current as listed in the schedule
on the drawings. Compressor shall be capable of unloading its capacity to 50%
capacity. Provide crankcase heater to prevent migration of the refrigerant.
Also provide an internal pump down cycle. Compressor motors shall be furnished
with internal thermotector protection against abnormal winding temperatures.
Compressor for unit shall be provided with an across-the-line type motor starter.
c. Air cooled condenser shall be of the Inner-Fin design, requiring
less internal volume and lower refrigerant charge. The aluminum fins shall be
mechanically bonded to seamless copper tubing. Tube sheets with die-formed
lipped holes providing a smooth bearing surface for supporting tubes shall be
used. Fan motor shall be of the drip-proof type specifically designed for out-
door use. Provide removable access panels to expose the motor for servicing.
Condenser fan motor shall have inherent motor protection, and motor starter.
d. The air cooled condenser and compressor power pack shall be con-
structed of heavy steel frames using a four stage phosphotizing process under a
4000-5
e
vinyl plastic paint co atiag. The exterior panes of the condenser and power pack
shall be constructed of heavy gauge aluminum. Propeller fan units shall have
belt driven, slow speed fans, heavy duty steel blades, and center disc with hub.
Fan blades shall be of the non-overloading type, balancad and finished zinc
coated and iridite finish. Cans sha:1 be provided with iridite finished steel
guards.
e. Controls shall be .Located in a factory installed and wired control
panel. The controls shall include compressor motor starter, compressor motor
protection, high and low pressure switch, eraikease heater and oil failure switch.
Also provide for unit, factory installed, pressure stabilizer for operation down
to 40° F. ambient temperature. This is an adjustable pressure control that main-
tains condenser head pressure and assures liquid refrigerant flow through the
expansion valve at low ambient temperature.
f. Refrigerant R-22 shall be used. The condenser and power pack
system shall be dehydrated and shipped with a holding charge of refrigerant.
Refrigerant connections shall be located outside the cabinet. An adequate
liquid refrigerant receiver shall be factory installed in unit.
g. Condensing unit shall be located oL roof where indicated and
mounted atop 6 x 6 creosoted wood members, furnished and installed by the Heat-
ing Contractor. Anchor unit to wood 6 x 6.
® h. The Electrical Contractor shalt furnish and install all power
wiring to unit thru weather-proof disconnect switch, and all wiring shall ter-
minate in a factory installed control box (or panel) within unit. All inter-
lock and control wiring shall be furnished and installed by the Heating Con-
tractor. Refer to Article #6 for control of this unit.
8. DUCT FURNACE #AH-1:
a. Furnish and install where shown. or. drawings, and connected to the
Air Handling Unit #AH-1, one (1) gas fired duet fu7,:7I:ace of the type, size, capac-
ity, etc. as indicated in the schedule on the drawings. Duct furnace shall be
securely suspended from roof construction. All required iron work, hangers,
rods, etc., shall be furnished and installed by this Contractor.
b. Duct Furnace shat= be furnished and installed with the following:
(1) Manual gas shut-off valve (cock) .
(2) Gas pressure regulator.
(3) 24 volt electric gas valve.
(4) Fan and limit control.
(5) Safety pilot with 100% shut-off.
(6) High limit cut-out -- over heat control.
(7) L.P. gas manifold and steel burner.
(8) Vent connection and draft diverter.
(9) Bonderized steel casing.
(10) Stainless steel heat exchanger.
(11) Duct attachment flanges.
(12) Air distribution baffle.
(13) Burner access cover.
(14) Primary air shutter and combustion air inlets.
(15) Utility box to which all factory mounted controls shall
be factory wired.
(16) Factory mounted piping thru valves, cocks, safety switch,
solenoid, etc.
c. Control of duct furnace shall be as specified under Article #6.
Room thermostat shall control gas valve and fan control on duct furnace shall cycle
supply air fan in Air Handling Unit #At?-1.
d. Duct furnace shall be as manufactured by Janitrol, Lennox, Trane,
or Reznor.
9. REFRIGERANT SYSTEMS, SPECIALTIES, ETC.:
a. This Contractor shall furnish and install all refrigerant piping,
g P P g,
specialties, etc. ae 'shown on the drawings or as described herein, to complete
4000-6
the air conditioning and/or refrigeration systems for the building. This shall
include all necessary solenoid valves (normally closed type) , strainers, re-
placeable core dryers, oil separators, shut-off valves, expansion valves, sight
® glasses (moisture indicating type) . Valves and specialties shall be as manu-
factured by Aleo Valve Co., Sporlan or Dunham-Bush. Sizes of valves shall be in
accordance with the recommendations of the manufacturer supplying the Package Air
Handling Unit and Air Cooled Condensing Unit.
b. Refrigerant and Oil:
(1) Refrigerant is to be R-22 or R-12 as required. Oil is to
be of viscosity and other characteristics as recommended
by the condensing unit manufacturer,
(2) Furnish and install the operating charge of oil and
refrigerant required for all systems.
e. Installation of Refrigerant Lines:
(1) To prevent formation of copper oxide on the inside of
the copper tubing, dry nitrogen must be passed through
the piping continuously while soldering Joints.
d. Testing Refrigerant Lines:
(1) Install two correct pressure gauges in liquid and suction
lines range 0-250#, open all valves in system including
solenoids, (except valves on equipment which may be in-
jured by the test pressure) , remove relief valve from
receiver and plug, fill system with dry nitrogen and
small quantity of refrigerant thru the liquid line side
to 100# pressure ,on both gauges, test all Joints and
packing glands with a halide leak detector. If any
leaks are found, repair same and refill system to 100#
and permit to stand for pressure to ambient temperature.
(2) If no appreciable drop occurs,•, purge as much nitrogen
from system as possible to the outside, open all closed
valves and attach a pump-down unit and draw down system
to 20" or 25" vacuum, if vacuum holds for at least 24
hours the system will be considered free from leaks.
e. Dehydration and Evacuation:
(1) The entire system shall be evacuated with a vacuum pump
capable of the 50 to 100 micron range. The system shall
be pulled down to a vacuum of from 50 to 100 microns and
held there for three to four hours. Break the vacuum
with dry refrigerant. This procedure shall be repeated
three times to accomplish a triple evacuation. The
system may then be charged with the operating charge of
refrigerant.
f. Refrigeration System Service Guarantee:
(1) All equipment uhall be guaranteed to be free from de-
fects in material and workmanship for a period of one
year from date of final payment. Any equipment or part
thereof found to be defective for these reasons shall
be replaced without any cost to the Owner.
(2) All equipment shall be serviced and adjusted for a period
of one year from date of final acceptance without cost
to the Owner. Any refrigerant or oil lost from the
system during the period of the guarantee due to defects
in material or workmanship, shall be replaced in the
equipment without cost to the owner.
4000-7
10. REFRIGERANT AND DRAIN PIPING:
a. All piping shall be Type "L" copper, hard temper, seamless with
wrought copper fittings, sweat type. Unions shall be copper to copper, wrought
solder joint. Drain line from indoor evaporator coil of each furnace and air
handling unit shall be ill or as noted, and drain lines shall terminate over floor
drain provided by Plumbing Contractor. All refrigerant suction piping, inside
and outside of building shall be insulated with " wall thickness Armaflex 1122
pipe insulation, applied in strict accordance with manufacturers directions.
Apply vapor barrier seals at termination of insulation. Drain piping and re-
frigerant liquid piping shall not be insulated.
b. "Silfos" or "Easyflo" solder shall be used on all copper piping,
joints and "fittings.
e. Air cooled condensing units shall drain to roof.
11. L.P. PROPANE GAS SERVICE AND REGULATORS:
a. The Owners or L.P. gas supplier will furnish and install, L.P.
gas storage tank as required for this project. Extension of L.P. gas piping,
from the point indicated on the drawings to the L.P. tank location as well as
final connection to the tank will also be furnished and installed by the Owners
or L.P. gas supplier.
b. This Contractor shall commence his piping work from the points
indicated on the drawings and run piping to duct furnace, furnace and hot water
heater, as indicated on the drawings or required.
e. It shall be noted that gas piping is sized for natural gas, to
accommodate future natural gas service. Provide plug tee in piping where shown
for future connections.
d. At all points shown and/or required, furnish and install an ACF
lubricated plug type gas shut-off cock. Gas shut-off cocks, where indicated,
shall be of lock-type, provided with locks.
e. Furnish and install gas pressure -regulators on L.P. gas ser-
vices to the building as indicated. Regulators shall.be Fisher or Reynolds,
of the size, type, capacity, inlet and discharge pressures, etc. as shown in the
schedule on the drawings. This Contractor shall verify the pressure off the
storage tank manifold does not exceed 10 psig. Gas pressure regulators shall
be mounted a minimum of 3'-0" above grade.
f. This Contractor shall provide and set sleeve in building outside
® walls, for gas piping entrance. Annular space between gas pipe and sleeve shall
�® be properly caulked to the satisfaction of the Architect.
g. Underground gas piping, isunning beneath building floor slab,
sidewalks, driveways, or parking lots, shall be installed within split tile.
Tile shall be best grade vitrified clay pipe with joints sealed watertight with
an approved caulking compound or mastic. Split tile casing shall be carefully
inspected so that all interested persons shall have full assurance that the tile
is properly sealed to avoid any possibility of trapped gas under the building
and that the casing material around the gas line shall be adequately vented to
the outside atmosphere from beneath the building.
h. All underground piping running outside of building shall be
buried to a minimum depth of 3'-0" below grade. All L.P. gas lines shall be
graded so that there will be no trapping of moisture in the long runs of g ipiftg.
Condensation drip outlets shall be provided where necessary in the piping
system for periodic inspection of accumulated water. All underground gas pipe
shall be wrapped with one (1) layer of asphalt tar and paper. Gas pipe above
floor inside of building will not be wrapped.
i. The entire installation shall meet the requirements of the local
authorities and shall be in accordance with National Board of Fire Underwriters
standards and the State of Missouri Rules and Regulations, for the storage and
handling of Liquefied Petroleum Gases. Any changes required shall be complied
with, without additional costs. Install drip legs on all piping drops.
4000-8
J. All gas piping shall be schedule 40, black steel pipe with black
malleable iron, beaded type, screwed pattern fittings, suitable for 150# working
pressure (steam) .
k. All piping shall generally be run parallel to or at right angles
to walls.
1. All risers, branch mains, etc. shall have unions for pipe removal
where necessary or directed. All piping shall be free from all defects and must
be turned on and and pounded to remove all scale, etc. before erection. All
screwed piping shall have full cut, clean taper threads, and shall be free of
defects. All pipe must be reamed out full size after cutting and left smooth
on the inside.
m. All piping and connections shown, referred to and/or required
necessary to complete the installation of the above systems, shall be furnished
and installed complete by this Contractor.
12, PIPE HANGERS:
a. All horizontal pipe lines running single, shall be supported by
means of Crane No. 239-F adjustable elevis type hangers or Crane No. 199-F
adjustable split ring hangers, spaced approximately 8'-0" o.c., maximum, and
furnished with rods and nuts. Strap type hangers will not be allowed. All
risers or vertical pipe lines shall be rigidly held in place in an approved
manner. Pipe hangers shall be securely anchored from steel joist or masonry con-
struction, as required. Do not hang from furred ceilings. NOTE: Contractor
shall be granted option of using trapeze type hanger assembly (as manufactured
by "Unistrut") supports for grouped piping, if desired.
b. Hangers on insulated refrigerant piping shall go around pipe in-
sulation. These piping hangers are to be of ample size (diameter) to support
lines after insulation is applied. In no case shall piping insulation be broken
at hanger connections. Steel protector shields are to be furnished and installed
at each hanger to prevent damage to insulation.
c. Before any special hangers or anchors are installed, drawings
must be submitted for approval. Horizontal lines shall be supported by hangers
at each change of direction. Piping, in general, shall be supported to main-
tain proper grading, prevent vibration, and to allow for expansion and con-
traction.
d. Piping along walls shall be supported with "J" hooks, 6'-0"
o.c., maximum. Hooks shall be copper plated for copper pipe and shall be
anchored to masonry walls. Refer to detail on drawings for pipe saddle
supports, for refrigerant piping running on roof.
e. Hangers for uninsulated copper piping shall be copper clad or
plated.
13. DUCTWORK, GALVANIZED IRON WORK, AND FLUES:
a. Beginning at furnace and air handling unit, inlets and dis-
charges, exhaust fan and intake louvers, furnish and erect with all registers,
grilles, diffusers, deflectors, screens, dampers, risers, and connections,
the fresh air, supply air, return air and exhaust air ductwork for the com-
plete systems.
b. All ductwork shall be installed in accordance with arrangement
and the sizes indicated on the drawings, shall be constructed of the best grade
of galvanized open hearth steel, prime sheets, shall have all necessary elbows
of easy turns, deflector plates, dampers, quadrants, grounds, hangers, etc.,
and shall be erected in a thorough and workmanlike manner.
c. All longitudinal seams shall be double-locked and hammered flat.
The entire duct system shall be made air-tight. See Table below for transverse
• seams.
d, All ductwork shall be fabricated as follows:
4000-9
Steel U.S. Maximum Type of Transverse
Std. Gauge Side Inches Joint Connections Bracing
24 Up to 24 S-Drive, Pocket or Bar
Slips on 7'-10" centers. None
24 25 to 30 S-Drive, 1" Pocket or 1" Bar 1"xl"xl/8" angles
Slips, on 7'-10" centers. 4' from joint.
22 31 to 40 S-Drive, 1" Pocket or 1" Bar l"xl"xl/8" angles
Slips, on 7'-10" centers. 4' from joint.
22 41 to 60 111" Angle Connections, or 12' 12'x12'xl/8" angles
Pocket or 12' Bar Slips with 4' from joint.
1-3/8"xl/8" bar reinforcing
on 7'-10" centers.
20 61 and Over 1—'' Angle Connections, or 12' 12'x12'x1/8" dia-
Pocket or 12' Bar Slips, gonal angles 2'
3'-9" maximum centers with from joint.
1-3/8114/8'} bar reinforcing.
e. All permanent sheet metal ductwork connections to furnace and air
handling unit shall be made with one thickness of Ventf ab, fire-resistant, water-
proof canvas. Flexible connections shall be fastened to ductwork and collar ex-
tension of unit discharges or inlets by 1/8" x 1—" band iron, riveted with 3/16"
rivets spaced 6" apart.
f. All vertical ducts shall be supported at floors and secured to
walls by 1/8" x 2" flat iron bars. All horizontal ducts shall be rigidly and
securely supported in an approved manner by trapeze hangers formed by 4' rods
and 11, angle iron. In no case will this Contractor be permitted to cut ceiling
hanger rods without written approval of the Architect. Strap type hangers will
not be allowed.
g. All dampers shall be adjustable, easy in operation, and ab-
solutely noiseless. Dampers shall be installed as shown on the drawings and/or
as required for proper balancing of the system. Each manual damper shall be pro-
vided with an operator, extension rod, etc., so as to make damper operation
possible from finished side of furred ceilings or partitions. All damper operators
(regulators) shall be surface mounted atop finished surfaces. Damper assemblies
shall be as manufactured by Young Company. Dampers installed in exposed ducts
shall have operators on side or bottom of ducts. All operators shall have lock-
ing feature. Manual and back-draft dampers are required in each fresh air branch
duct and where shown on the drawings.
h. Furnish and install square turn bladed elbows with vanes in all
90° and 45° duct elbows. Vaned elbows shall be designed in accordance with
A.S.H.R.A.E. recommendations.
i. After erection of ducts, all openings, etc., shall be made air-
tight. Cover all joints on all return air ducts with Minnesota Mining Company,
MT-Plastic Tape.
J. After erection work, test and balance all systems and set dampers
to produce proper air distribution and air deliveries at each outlet and inlet
shown on the drawings.
k. Provide the Architect with five (5) copies of tabulated air quan-
tity, delivery and air velocity readings for each supply register and diffuser
and each return register, as the systems are balanced out and ready for in-
spection.
1. This Contractor shall form and erect all ductwork to avoid pipes,
lighting fixtures, joists, beams, etc., and maintain ample and approved headroom
and clearances. Provide and install all necessary wood grounds for all duct
openings through walls.
4000-10
m. Provide all drops, raises, or offsets in ductwork as required by
conditions at building, whether shown on drawings or not, and at no extra charge
to the Owner.
no Duatwork on drawings is sized to include 1" internal insulation
within all fresh air ducts and all supply air ducts. Internal insulation shall
be Fiberglas mat-faced flexible duct liner, 1-21# density. Duct liner shall be
adhered to all interior sides of duct with a fire-retardant adhesive, plus
mechanical pin fasteners, in strict accordance with manufacturer's instructions.
o. The following ducts will not be insulated:
(1) All return air ducts.
(2) All exhaust air ducts, except as noted in para-
graph p. below.
PO Furnish.and install z' thick, Fiberglas acoustical duct liner in
exhaust duct directly below the roof exhaust fan, from roof deck, down 5'-0"
in duct or to first elbow below fan. Liner shall be installed as specified in
paragraph no above.
q. Flues from furnace, duct furnace and hot water heater shall be
furnished and installed by this Contractor. Vertical flues shall be 'metal-
bestos" or approved equal, of the sizes shown. Flues shall extend thru roof and
shall be provided with Breidert Type "L" vent cap atop. Refer to detail on
drawings. Horizontal flues shall be constructed of 20 gage galvanized iron,
with gas tight joints, and securely suspended from roof construction and of the
size indicated on the drawings. Provide gas tight cleanout door where indicated.
Furnish and install all flashing where flues pierce roof deck, and all bracing,
anchors, etc. required.
r. Furnish and install fire dampers at all points indicated and/or
where required by the governing building codes. Each fire damper shall be of
the fusible link type and shall be provided with an access panel. Refer to
details on drawings.
14. ROOF TYPE EXHAUST FANS:
a. Furnish and install where indicated on the drawings, Davidson
Type PC or Greenheek Type GRC, low silhouette, belt drive, centrifugal type, roof
exhaust fans, complete with aluminum housing, curb cap base, motor suspension
system, etc., and conforming with the schedule on the drawings.
b. Fares shall be furnished with bird guard, motor disconnect switch,
and gravity dampers. In addition, fans shall be mounted atop curbs as shown in
the detail on the drawings. This Contractor shall furnish and install all
flashing, vibration eliminators, anchor bolts, wood grounds, etc., as shown in
the detail.
c. Fans shall be rated in accordance with Standard Test Code as es-
tablished by the A..M.C.A. test laboratory and shall bear their seal.
d. This Contractor shall furnish to the Electrical Contractor for
installation, a manual single speed starter, located where shown, for each ex-
haust fan. Electrical Contractor shall install starters and shall furnish a
fused circuit to each fan. Starters shall be toggle switch type, with pilot
light indicator, recessed into wail, mounted 5'-0" above floor and be provided
with flush cover plate.
15. GRILLES, REGISTERS AND DIFFUSERS:
a. Furnish and install supply air registers and diffusers and return
and exhaust air registers in accordance with the sizes, capacities, and finishes
as shown in the schedule on the drawings. All units shall be equipped with volume
control dampers.. install turning vanes where shown.
b. Similar grilles, registers and diffusers as manufactured by
Tuttle and Bailey or Waterloo-A.nemostat are also acceptable.
4000-I1
a. All grounds for grilles and registers will be furnished and in-
stalled by this Contractor. Also, furnish and install heavy sponge rubber
astragal between grilles and faces of walls.
16. AIR INTAKE LOUVERS:
a. This Contractor shall furnish all fixed position weather-proof
type louvers for fresh air and combustion air, of the sizes and in the locations
shown on the drawings, to the General Contractor for installation.
b. The General Contractor will furnish the openings for these
louvers, and install the louvers, but the Heating Contractor shall be responsi-
ble for the exact wall opening sizes required and the exact locations. The
Heating Contractor shall also furnish and install all required wood bucks or
grounds required for each wall mounted louver. Wood shall be totally concealed
by louver frames. A tight and neat fit will be required.
C' Louvers to be of extruded aluminum, natural mill finish, 4" deep,
stationary Model SU-101, sill style "B", as manufactured by Construction Special-
ties, Inc., 50% minimum free area. Frames and blades to be 6063 T5 alloy,
minimum .081 gauge, with reinforcing bosses. Heads, sills and jambs to be one
piece structural members and to have integral caulking slot and retaining bead.
Slidable interlocked mullions, if required, to have provision for expansion and
contraction. All fastenings to be stainless steel or aluminum. Each louver
shall be furnished with #4 (—") mesh, .047 diameter aluminum wire bird screen
secured in removable extruded aluminum frames, mounted on inside of each louver.
d. Similar louvers as manufactured by Airolite Company, John A.
Bartlett, Carnes or Krueger are also acceptable.
17. WIRING AND WIRING DIAGRAMS:
a* This Contractor shall furnish instructions and necessary wising
diagrams of electrical equipment and controls furnished by him and shall be
responsible for their proper working installations.
b. All field power wiring shall be furnished and installed by the
Electrical Contractor. All field control wiring shall be furnished and installed
by the Heating Contractor.
i
18. DESIGN CONDITIONS:
a. The following%outdoor design conditions have been used in sizing
equipment on this project:
(1) Winter: -5° F.
(2) Summer: 95° F. dry bulb and 78° F. wet bulb.
b. The following indoor design conditions have been used in sizing
equipment on this project. These conditions shall prevail with all exterior
openings closed, except for normal usage:
(1) Winter: 75° F.
(2) Summer: 78° F. dry bulb, 65° F. wet bulb and
50% relative humidity in air
conditioned rooms.
19. EXCAVATION AND BACKFILLING:
a. This Contractor shall do all excavating and backf illing required
for the following:
(1) For all underground piping.
b. All surplus dirt shall be removed from the premises. All ex-
cavation shall be kept free from water by pumping or bailing during the progriss
of the work.
4000-12
0 0
Co All baekfilling shall be clay, well rammed and tamped,every foot
in height, compacted to 95% maximum density (AASHO) . Any settlement shall be
® corrected by refilling and retamping.
20. CONCRETE WORK AND FOUNDATIONS:
a. This Contractor shall furnish and install all concrete foundations
for equipment installed by him, which require foundations. This shall include,
the foundations for the furnace, air handling unit, etc. Concrete to be 1:2:4
mix and properly reinforced. Furnish and install all necessary anchor bolts
for the above foundations.
b. All foundations shall extend a minimum of 4" above finished
floor. All foundations shall be trowelled smooth and have beveled corners.
c. This Contractor shall furnish and install all necessary anchor
bolts, etc., required for all foundations and concrete work.
21. OPERATING INSTRUCTIONS, PARTS LISTS, SPARE PARTS:
a. Three (3) complete sets of operating instructions and lists of
parts and spare parts of material and equipment installed under this contract
shall be turned over to the Owner's representative at the time of final accept-
ance of the work herein included.
22. TESTING AND ADJUSTING:
a. Test all air distribution systems and set all dampers to produce
the proper air distribution and air deliveries at each outlet and inlet as shown
on the drawings, or as directed by the Architect.
b. Set thermostat, dampers, etc., to produce the required or directed
temperature in all heated and cooled areas.
c. Make all adjustments to control systems as required or as directed.
d. Test the entire systems under full load conditions for a period
of at least one week, during which time all adjustments required or directed
shall be made, and during -which time the Owners shall be instructed in the proper
operation of the plant. After the systems are in operation, this Contractor shall
return for a period of three (3) days :and recheck equipment, controls, etc., and
recalibrate all instruments when requested.
e. All instruments for testing shall be supplied by this Contractor.
® 23. INSPECTIONS:
`� a. This Contractor shall, in writing, inform the Architect five (5)
days before:
(1) Any backf ill or cover of underground work is to be
commenced.
(2) Any house work is to be concealed.
(3) Final completion of work.
b. Failure by the Contractor to so inform the Architect will be cause
to have Architect order visual and working access to covered and/or concealed work
at the expense of this Contractor.
24. GUARANTEE:
a. This Contractor shall guarantee all workmanship and materials furn-
ished by him for a period of one year from the date of final acceptance of the in-
stallation; and he shall repair and make good, at his own expense, any and all de-
fects which may develop in said workmanship or materials during the guarantee
period. Upon failure to make such repairs after notice from the Architect, within
ten days after receipt of such notice, the Architect shall have the work done and
the cost thereof charged to the Contractor.
b. Approval of the installation by the Architect shall in no way be
construed as releasing this Contractor from his guarantee.
4000-13
SECTION 5000
.� ELECTRICAL SPECIFICATIONS
Article Page No.
1. GENERAL ---------------------------------------------------------- 5000-1
2. SCOPE OF WORK ---------------------------------------------------- 5000-1
3. PLANS AND SPECIFICATIONS ----------------------------------------- 5000-1
4. ACCURACY OF DATA ------------------------------------------------- 5000-2
5. ADDITIONS AND CHANGES TO WORK INCLUDED --------------------------- 5000-2
6. CUTTING, PATCHING AND REPAIRING ---------------------------------- 5000-2
7. ERECTION OF APPARATUS --------------------•------------------------ 5000-2
8. GUARANTEE -------------------------------------------------------- 5000-3
9. LAWS, REGULATIONS, CODES, ORDINANCES, RULINGS, REQUIREMENTS ------ 5000-3
10. MATERIAL LIST AND SHOP DRAWINGS ---------------------------------- 5000-3
11. MATERIALS AND WORKMANSHIP ---------------------------------------- 5000-3
12. PATENTS, COPYRIGHTS ---------------------------------------------- 5000-4
13. REMOVAL OF RUBBISH ----------------------------------------------- 5000-4
14. SUBSTITUTION OF MATERIALS AND EQUIPMENT -------------------------- 5000-4
15. SUPERVISION AND COOPERATION -------------------------------------- 5000-4
16. TESTING, ADJUSTING AND ALIGNING ---------------------------------- 5000-4
17. ACCESS DOORS OR PANELS ------------------------------------------- 5000-4
18. AUDIO FACILITIES -------------------------------------------------- 5000-4
19. CLOCKS ------------------------------------------------------------ 5000-5
20. CONDUIT ---------------------------------------------------------- 5000-5
21. DISCONNECT SWITCHES ---------------------------------------------- 5000-6
22. DISTRIBUTION FEEDERS --------------------------------------------- 5000-6
23. DITCHING AND EXCAVATION --------1�-=------------------------------- 5000-7
24. FLOOR BOXES ------------------------------------------------------ 5000-7
25. GROUNDING --------------------------------------------------------- 5000-7
26. HAND DRYER OUTLETS -------------------------------------------•---- 5000-7
27. KITCHEN EQUIPMENT ------------------------------------------------ 5000-7
28. LAMPS AND FLUORESCENT TUBES -------------------------------------- 5000-8
29. LIGHTING ----------------------------=----------------------------- 5000-8
30. LOCATION OF FIXTURES, PANELS, STARTERS AND OUTLETS --------------- 5000-8
31. MANUAL MOTOR STARTING SWITCHES ----------------------------------- 5000-8
32. MOTORS AND CONTROLS ---------------------------------------------- 5000-9
33. OUTLET BOXES ----------------------------------------------------- 5000-9
34. PANELBOARDS ------------------------------------------------------ 5000-10
35. RADIO ANTENNAS --------------------------------------------------- 5000-10
36. SERVICE ENTRANCES ----------------------------------------------- 5000-10
37. SPECIAL ELECTRICAL CONNECTIONS ----------------------------------- 5000-10
38. SWITCHES, RECEPTACLES AND COVER PLATES --------------------------- 5000-10
39. TELEPHONE FACILITIES --------------------------------------------- 5000-11
40. TEMPORARY SERVICE ------------------------------------------------ 5000-11
41. TIME SWITCH ------------------------------------------------------ 5000-11
42. WIRES AND WIRING ----------------------------------------------- 5000-11
5000-Index
SECTION 5000
ELECTRICAL SPECIFICATIONS
1. GENERAL:
The Electrical Contractor shall comply with all applicable provisions of the
General Specifications and Instructions to Bidders. The General Conditions of the
Contract, Standard Form A-201, current edition- of the American Institute of Archi-
tects, are hereby made a part of this specification to the same extent as if bound
herein. In addition, the Electrical Contractor, hereafter called "this Contractor",
shall comply with all provisions of the electrical drawings and specifications.
2. SCOPE OF WORK:
a. The work shall consist of furnishing all superintendence, labor, tools,
scaffolding, materials, equipment, apparatus, supplies, drayage, services, coor-
dination, planning and-performing all operations including- installing, cutting
openings,. repairing, channelling,-.chasing,. providing inserts, toggles; anchors and
all other work to-. completely and-properly- install, set, fabricate, connect, solder,
ground, insulate, test, balance loads, phase out, adjust, align, coordinate and
otherwise complete the electrical system described in these specifications, shown
on the plans, or required for the satisfactory operation of the mechanical and
electrical systems, all- in accordance with the best practices of these industries.
b. Contractor shall be familiar with the site of the work and all condi-
tions surrounding the work, shall place and keep a competent superintendent and
capable foreman in- charge of the work, all of whom are to be familiar with the
contract documents, instructions of the General Contractor and the Architect for
prosecuting the work, and shall coordinate the electrical work with the other
trades to prevent delay and conflict and to promptly provide openings, sleeves,
bucks, templates, straps and other essentials to expedite the mechanical and elec-
.trical installations.
c. Contractor shall be responsible for protecting materials, equipment,
open ends of pipe and conduit and installed work from water, dirt, filth or any
loss or damage, and for protecting energized circuits to prevent damage- or injury
to property or persons.
d. This Contractor shall notify the Engineer- if any details necessary for
the complete and satisfactory installation are omitted from these specifications,
and shall include such items in his bid.
e. It shall be the further responsibility of the Contractor to promptly
inform the Engineer of all deviations- in the plans and specifications from re-
quirements of the local power company, the city laws , ordinances, regulations or
rulings, or city, state or national insurance or fire codes. Contractor shall
install all-work strictly in accordance with all such requirements at no addi-
tional cost to the Owner.
f. It is intended that the plans and specifications shall provide for a
working installation complete in every detail, and all items necessary for such
complete installation shall be furnished whether particularly mentioned or not.
3. PLANS AND SPECIFICATIONS:
a. The architectural, mechanical and electrical plans and specifications
shall be considered as mutually explanatory and complementary and any electrical
work called for by one and not by the other shall be performed as- though required
by both.
b. Any- obvious discrepancies in or between plans and specifications shall
be reported to the Engineer in sufficient time that an addendum can be issued for
clarification to all bidding contractors. -In the event that there is not time
for an addendum to be issued, Contractor shall qualify his bid as to whether or
not it includes questionable items and the addition or deduction made- In- his Base
Bid for such items.
5000-1
G. ACCURACY OF DATA!
a. The information given herein and on the plans is as exact as could be
secured, but its extreme accuracy is not guaranteed. The Contractor must examine
the locations carefully and verify all measurements, distances, levels, conduit
and wire sizes, obstructions, work of other crafts, etc. , before starting the work.
b. Contractor shall inspect the architectural and mechanical plans and
shop drawings to verify the- location of electrical facilities to clear the actual
dimensions-of features of the building and shall plan his work and obtain approval
of the Architect for any relocations of electrical devices found necessary or
desirable.
C. Measurements, elevations, dimensions, equipment space requirements,
etc., shall be verified- by this-Contractor. This Contractor shall assume responsi-
bility for proper installation of equipment in the space available. Work which
may be specified but not completely detailed on drawings shall be installed as
dictated by common practice or as directed by the Engineer.
d. Contractor shall provide all necessary offsets, raises or- drops in
conduit and- fixtures as required by building conditions at no additional cost to
Owner.
5. ADDITIONS AND CHANGES TO WORK INCLUDED:
a. Any changes to work, and any work in addition to work.herein specified
and/or shown on the accompanying drawings, must- be authorized in writing by the
Architect. No payment shall be made for unauthorized work.
b. All costs for authorized changes or additions to work shall be estab-
lished and approved by the Architect before said changes are made. Four (4) copies
of all quotations of cost shall be submitted to the Architect for approval.
c. This Contractor shall furnish drawings to the Architect of any major
change required in the installation of work herein specified. Four (4) .copies of
these drawings will be required.
6. CUTTING, PATCHING •AND REPAIRING:
All cutting, patching and repairing occasioned by his work will be done by
the Electrical Contractor.
7. ERECTION OF APPARATUS:
a. All work shall be done under the personal supervision of the Contractor
who shall provide a competent foreman to lay out all work. All work shall be laid
.out with due regard for the space requirements of the other contractors. Contrac-
tor shall report any conflicts or difficulties in regard to the installation
immediately.
b. Lighting fixtures, motor switches, or controllers, switches, boxes,
panels, and other electrical apparatus shall be set, mounted, positioned, coupled,
connected, assembled or otherwise erected or constructed as recommended by the
manufacturer- or designer thereof unless approved for erection in some other manner
by the Architect.
c. Equipment of a type to require replacement, servicing, adjusting or
maintenance shall be located to allow easy access and space for removal of internal
assemblies if required.
d. Where crowded locations exist and where there is a possibility of con-
flict between the trades, this Contractor shall make composite drawings showing
the exact locations- of pipes, ducts, conduit and equipment. Drawings shall be
based on field measurements and where possible after consultation and agreement
between the trades and shall be approved by the Architect before installation of
the work.
5000-2
8. GUARANTEE:
a. By signing this contract for the work Contractor herein guarantees that
all equipment, apparatus, materials and supplies shall be the best of its respec-
tive kind, workmanship shall be of high class, and all phases of performance shall
be in accordance with the best modern practices in the electrical .industry. Im-
properly shorted or grounded circuits, open connections or bonds and other defects
due to faulty- equipment, apparatus, workmanship or design which develop within
one (1) year from date of Architect's acceptance of the work shall be remedied,
replaced and made good without cost to the Owner.
b. Contractor, in addition to the one year warranty aforesaid, shall be
responsible for all materials, equipment and work being supplied or .performed by
him prior- to-acceptance by the Architect.
9. LAWS, REGULATIONS, CODES, ORDINANCES, RULINGS, REQUIREMENTS:
a. Nothing in this specification shall be interpreted to conflict with any
city or state law, regulation, code, ordinance or ruling -or-Fire- Underwriters'
requirement applicable to this class of work.
b. The work shall comply with the minimum standards as set forth- in the
National Electrical Code, latest edition, unless- higher requirements -are specified
herein.
c. Contractor shall comply with all applicable laws, regulations or rulings
regarding labor engaged upon the work.
d. All permits, licenses and inspections for installation of the work or
for hauling in connection with the work shall be secured and paid for by the Con-
tractor. Contractor shall provide to the Owner upon completion of the work the
approvals required by all authorities having ,jurisdiction over any portion of
the work.
e. Contractor shall pay all sales or use taxes applicable to- the work and
shall include such taxes in his price for the work.
f. All coat or expense of the foregoing shall be included in the Contrac-
tor's bid for the work and be done without extra charge to the Owner.
g. Telephone facilities Shall comply with the standards of the local
telephone company.
® 10. MATERIAL LIST AND SHOP DRAWINGS:
a. This Contractor shall submit within thirty (30) days from the date of
the contract a complete list of all material and equipment he proposes to use in
the installation. After approval of this list by the Engineer,-. the Contractor
shall submit for approval six (6) copies of shop drawings and. descriptive .litera-
ture of all equipment to be furnished under this contract. Drawings shall state
capacities, sizes, etc. , of all equipment and shall be certified.
b. Shop or detail drawings of special electrical panels, controls, or
other apparatus or equipment which are fabricated individually for this work or
not described by standard manufacturer's drawings or bulletins shall be submitted
to the Architect for approval before fabrication.
c. All shop drawings and data must be in the Architect's office not later
than 30 days from the date of the contract, and it shall be this Contractor's
responsibility to maintain liaison and trace this material through the offices
of the Architect and the Electrical Engineer. Delivery dates will be' a con-
sideration in the approval of equipment and material.
d. All items to be used on this project must be approved by the Architect
• or his agent prior to their installation.
11. MATERIALS AND WORKMANSHIP:
All work shall be done in a thorough and workmanlike manner, using
5000-3
materials specified, or material, approved as equal in quality to those specified.
Only new, clean and perfect equipment, app$ratus, materials and supplies of latest
and best design and,manufacture shall. be furnished by Contractor for incorporation
in the work in order to assure an electrical system of highest quality. Contractor
shall be completely responsible for all work installed by him and shall employ
only competent and experienced workmen of proper trades to perform the work har-
moniously-with other trades.
12. PATENM COPYRIGHTS:
Should patented or copyrighted items or methods be used in the work, Con-
tractor shall acquire the right to use same and shall hold the Owner and his agents
harmless against any delay, action, suit or costs growing out of the use of any
such patent or copyright.
13. REMOVAL OF RUBBISH:
Under no circumstances shall rubbish be allowed to accumulate in the build-
ing or on the premises. All dirt and rubbish resulting from the work shall be
removed from time to time and as often as directed by the Architect.
14. SUBSTITUTION OF MATERIALS AND EQUIPMENT:
a. Specific makes or catalogue numbers of various items of equipment are
specified herein for convenience in indicating an acceptable quality of the item.
Equal items of other manufacture may be supplied when approved by the Engineer.
b. All bids shall be based strictly on the basis of the specifications.
Any requests for substitutions shall be attached to the bid form on the letter-
head stationery of -the bidder and such requests shall state the difference in
cost, if any.
c. In a separate submittal Contractor shall give-a complete description
of the items and types of equipment recommended together with- any other informa-
tion required by the .Engineer for consideration.
d. This Contractor shall bear the cost as a part of his contract incurred
by plumbing, general contracts, etc. , which result- from substitution- of equipment.
15. SUPERVISION AND COOPERATION:
All work shall be done under the supervision of and to the complete satis-
faction of the Architect. No deviations from the plans and specifications will
be allowed without the prior written approval- of the Architect. This Contractor
shall cooperate with the other contractors to allow for the installation of their
work as well as his own.
16. TESTING, ADJUSTING AND ALIGNING:
a. All circuits shall be tested-for Continuity, shorts and grounds before
connecting to the proper phase as designed to balance the loading between phases.
b. Motor- starters shall be adjusted and fused or provided with suitable
thermal overload strips to operate smoothly without chatter and excessive hum or
heating.
c. Switch, power and lighting panels shall be properly phased to distri-
bute the load and shall be connected and-adjusted to operate as specified.
17. ACCESS DOORS OR PANELS:
Contractor shall furnish access doors or panels where required for testing
or servicing electrical equipment or where shown on the electrical plans. In-
stallation shall be by others. Panels shall be similar or equal to Milcor,
• flanged type with concealed hinges.
18. AUDIO FACILITIES:
a. A high quality public address system shall be furnished and installed,
5000-4
complete and ready for operation. All final connections shall be made by qualified
sound technicians who are in the employ of a recognized local audio sales-service
organization.
b. The main amplifier shall be a Webster TP50-1, fully transistorized, with
three mike inputs, three low impedauce mike transformers, and one phono input.
c. All controls shall be marked with 1/8" engraved lettering.
d. Main amplifier shall be mounted on a #DT-1050 wall shelf 6' above floor.
e. Speakers shall be Webster #WSS205 two-way speakers, #WSS230-8 wall
mounted speakerso or Lowell #P875X-5 back cans, and Lowell STSBP baffles. All
speakers shall be 8" with 3.16 oz. magnets.
f. Microphone shall be Electrovoice #676, on a desk stand.
g. Speaker wire shall be Belden 8739, mike wire shall be Belden 8422.
h. Contractor shall furnish all floor box jacks and closure plates for
outlets not in use and all other terminal -blocks, connectors and hardware to
provide. a neat and flexible installation.
i. The system shall be checked by the Contractor and made to operate with-
out hum, objectionable noise and excessive feedback and to the satisfaction of
the Architect and Owner.
J. The installer of this equipment shall provide a complete set of
operating instructions including circuit diagrams and other information necessary
for the proper- operation and maintenance of the system.
k. The system- is specified to demonstrate the extent and class of equipment
deemed capable of performing the service specified. The Contractor shall provide
all equipment- and-material required to -completely install a comparable high quality
sound system whether the components are enumerated in detail herein or not and
guarantee the operation thereof.
1. Speaker and microphone systems shall be in separate conduits terminating
in separate or divided boxes to isolate-each system.
m. Electrical traps, padders, attenuators, matching transformers, arrestors,
grounding devices, antennae, insulators, supports, cross-over networks, heating
coils, relays, and all other technical devices required by the apparatus involved
shall be furnished and installed to insure proper operation of all electrical
systems included-.in the work.
19. CLOCKS:
Furnish and- install conduit and wiring for clocks and remote reset controls.
Install clocks and-remote reset controls, which shall be furnished by others.
20. CONDUIT:
a. A metallic conduit system shall be installed for each interior electri-
cal system.
b. Temporarily open boxes or conduits shall be kept plugged to prevent
concrete, plaster or dirt from entering conduit.
c. Conduit shall be continuous and complete between panels, junction, out-
let and fixture boxes. It shall be kept clean and unobstructed inside with ends
free of burrs or other projections which would damage wire or impede pulling wire
through. Changes in- direction shall be by smooth bends made by an approved bender
• to insure that no dents, flattening or kinks are in the conduit-or bends. Long
radius prefabricated trade elbows may be used where necessary or where pipe is too
5000-5
large to bend in the field. Damaged, dented, flattened or bent conduit must be
replaced as .directed by General Contractor. Not more than the equivalent of three
90 degree bends shall be in any conduit run between outlets, pull, junction boxes,
or panels.
d. Where conduit is fitted together for long distances or in complibated
patterns the lengths shall be broken by installation of pull, junction or riser
boxes inserted in accessible places provided with cover plates which will not mar
the architectural decor. Such boxes shall be installed where required by field
conditions or applicable codes and shall be sized not less than the code- require-
ments for the conduits and wires enclosed.
e. Conduit shall not interfere with the reinforcing strength of slabs,
floors or beams, and shall- clear all vents, plumbing, heating pipes, ducts, and
architectural features of the building. Conduit shall be installed- in such a manner
as to insure against trouble from the collection of trapped condensation or drain-
ing water. Conduits through roof shall be properly flashed.
f. All conduit over 2" in size shall be rigid hot dipped galvanized or
sherardized standard thickness provided with standard locknuts, bushings and fit-
tings. Contractor may -use electrical metallic tubing with proper tight fittings in
concrete provided- he assumes all responsibility for loose joints, flattened con-
duit, plugged tubing and all other damage occasioned thereby, replaces such conduit
in the concrete and performs all necessary repairs to the structure and equipment
occasioned by such replacement.
g. Where thinwall conduit is used, Appleton TW-92TO50, TW-92T0 75, or
TW-92T100 connectors and Tomic Sales and Engineering Couplings or approved equals
shall be used. Conduit through construction or expansion joints shall have approved
bonded expansion fittings similar to O.Z. VAX" or "TX" where the expected expansion
is in line with-the conduit and similar to "DX" where differential alignment or
settlement may occur.
h. Galvanized flexible conduit may be used for short runs to connect to
motors or other- devices which may require curved connections unadapted to rigid or
thinwall conduit or which may impart vibration through rigid or thinwall conduit.
i. All power and feeder conduits shall have powdered soapstone blown through
them before pulling wires or power and feeder cables may be lubricated with soap-
stone paste.
J . Conduit shall be sized not less than the sizes shown in Chapter 9, Table
1, 1959 National Electrical Code, and not less than sizes shown-on plans.
21. DISCONNECT SWITCHES:
a. A disconnect switch.similar or equal to Federal Type "A", 250 volt, single
or three phase, front operated, unfused, shall be .provided with proper amperage
rating for each integral horsepower motor out of sight of the starting, controlling,
fuses or other protective and disconnecting equipment.
b. A fused disconnect switch similar to the above shall be provided for all
unswitched starters or those not otherwise protected by fuses or other- disconnecting
devices ahead- of the starters or starting switches.
c. All outdoor disconnect switches shall be Federal Type "A", rain-tight
enclosures, surface mounted.
d. Fuses shall be sized as required by the National Electrical Code, or as
required by the manufacturer of the equipment protected.
22. DISTRIBUTION FEEDERS:
a. Distribution feeders shall be Type "RR" wire in standard heavy wall conduit
encased in concrete where installed outside the building or below floor slabs. Sizes
shall be as shown on the plans.
b. Feeders in interior and exterior walls and ceilings shall. be Type "RHW"
in rigid conduit.
5000-6
c. Conduits shall be installed so that water does not enter the building
either through the walls alongside the pipes or inside them.
23. DITCHING AND EXCAVATION:
Ditching and excavation shall be performed in accordance with the requirements
of the General Specifications.
24. FLOOR BOXES:
a. Floor boxes shall be furnished and installed as shown on the plans and
described herein. Boxes shall be watertight, cast iron, corrosion-resisting finish
with brass cover and flange similar and equal to the type manufactured by Russell
and Stoll Company and conforming with the following:
Description
Adjustable floor box w/flush receptacle #2503-5261
Adjustable floor box w/surface receptacle 12503-2644G-20
Adjustable floor box w/telephone fitting 112503-2558
Adjustable floor box w/combination cover
for stub-up to junction bones 42503
® b. Floor boxes shall be complete with all required taps in sides and bottom
to receive the..conduit or conduits serving-the outlets. Any unused conduit openings
shall be plugged.
25. GROUNDING•
a. The entire electrical system and all electrical equipment shall be grounded
in strict accordance with.Article No. 250 of the 1959 National Electrical Code except
where more rigid requirements are required below,
b. The common grounding conductor of -the electrical system shall be sized
not less-.than-prescribed in-Paragraph 250-94, Article 250, National Electrical Code.
c. Interior and machinery grounds shall be sized according .to Paragraph 250-95,
Article 250, National Electrical Code.
d. Service ground to the water system piping shall be made using an approved
clamp installed in an accessible location- to bond the wire to the water pipe.
e. All neutral conductors shall- be continuous throughout the system and shall
be grounded.ouly. at the service neutral at the service switch.
f. All cabinets, appliance frames, conduits and other metallic objects
carrying no current shall be grounded as required by code to the ground system.
Jumpers shall be installed to connect conduit around all meters,
26. HAND DRYER OUTLETS:
a. In the toilets, furnish and install hand dryer outlets as shown- on plans.
Each outlet shall be on a single 20 amp. 120 volt circuit.
b. Outlets shall be Sierra #1260G (grey) , with stainless steel plates,
Sierra #S-7.
27. KITCHEN EQUIPMENT:
a. The circuiting and layout of the kitchen is as accurate as the pre-
liminary information will permit. Minor revisions may be necessary to fit the
final equipment selected.
b. Contractor shall obtain kitchen "rough-in"- drawings on all equipment,
• hoods, cabinets, etc. , as finally selected by the Owner, and shall wire all such
in accordance with the approved manufacturer's installation method, as shown on
the drawings or as -instructed by the Architect.
c. All kitchen receptacles shall be NEMA grounding type.
5000-7
d. Kitchen equipment shall be furnished and set by others.
e. Electrical Contractor shall interconnect Any sectional units to insure
that the wiring is complete and all electrical and mechanical equipment
operates properly.
f. Stub-ups and convenience outlets shall be provided where shown. on the
plans. Convenience outlets shall be set in walls or stubbed up from-the floor
in "FS" boxes for convenience- in cleaning floors.
g. Contractor shall make all connections from stubs and outlets to equipment
installed for the kitchen.
28. LAMPS AND FLUORESCENT TUBES:
a. The lamps and fluorescent tubes shall be furnished and installed-by the
Electrical Contractor as part of the work hereunder, except where noted otherwise,
and shall be in--operating- condition when turned over. to the Owner.
b. Lamps and fluorescent tubes shall be as manufactured by Westinghouse,
General Electric,- or- Sylvania.
29. LIGHTING:
a. All- bids-must-be-based- on the lighting equipment shown on- the fixture
schedule on the plans.
b. Light. fixtures shall be equipped with proper accessories, lenses,
louvers,-.reflectors, shields, hangers, clips, frames, lamps, ballasts, and other
essentials to properly install fixtures and accessories in or upon walls, ceil-
ings, or other construction features, and shall be properly painted for protection
and preservation appropriate to the place installed.
30. LOCATION OF FIXTURES PANELS, STARTERS AND OUTLETS:
a. Subject to more exact locations as shown to be required by architec-
tural, plumbing, heating and ventilating plans, the center of outlets and fixtures
and the top of panels shall be:
Convenience Outlet - General 1'-6" above floor
Telephone Outlet - General l'-6" above floor
Telephone Outlet - Public 3'-6" above floor
Switches 4'-6" above floor
Starters 4'-6" above floor
Panelboards 6'-6" from floor to top
Thermostat 5'-0" above floor
Wall Outlet - Outdoor W.P. 12" above grade
Special Outlets As directed by Architect or as shown
on plans
b. Electrical connections or outlet locations as shown on the plans are
approximate and may be relocated by the'Architect before or- at the time of in-
stallation within a distance of fifteen feet-from the location shown-.without extra
charge.
31. MANUAL MOTOR STARTING SWITCHES:
a. This .Contractor shall furnish and install manual motor starting.switches
with neon pilot lights to control manual, single speed, single phase motors of
1/2 horsepower or less. Overload heaters shall be properly sized for the load
controlled.
b. Manual motor starting switches shall be surface-mounted in equipment
area and flush mounted in other portions of the building.
c. Manual motor starting switches shall be similar and/or equal to the
following:
5000-8
Type General Electric Co.
One pole -surface mtd. w/pilot 120 V CR101-Yll
One pole - flush mtd. w/pilot - 120 V CR101-Y-X7
Two pole - surface mtd. w/pilot - 240 V CR101-Hll
Two pole - flush mtd. w/pilot - 240 V CR101-H-X7
32. MOTORS AND CONTROLS:
a. Electrical Contractor shall install and cr.-nnect motor starters furnished
by others to operate the machinery requiring motors. lie shall also furnish and
install all fused safety switches, conduit and wiring from power supply panel to
starters and from these starters to motors.
b. Macro switches, aquastats, or other controllers for plumbing shall be
furnished by others, and- installed by this Contractor.
c. Sizes and type of conduit, wiring and- fuses or thermal strips in power
branch circuits shall be as shown on the plans, in accordance with the applicable
codes, and as specified by the manufacturer of the specific equipment concerned.
d. Contractor shall carefully- check the architectural, plumbing, heating
and ventilating specifications- to verify the location and control points for all
outlets, motors and switches and shall install all so required or furnished for
the project.
e. All control and interlocking wiring for heating: and air conditioning
shall be furnished and installed by the Heating- Contractor.
33. OUTLET BOXES:
a. Approved galvanized or sherardized code gauge steel entirely tight knock-
out boxes shall be furnished and installed for lights, switches, receptacles,
telephones and similar wall and ceiling:outlets. Sectional boxes shall be used
only in locations where necessary to fit into unplastered tile walls. Boxes shall
be set plumb and square, securely fastened, to be flush with finished-wall surfaces.
b. Boxes for switches and receptacles shall have proper covers to.receive
the equipment. Bevel-edged flat steel blank covers shall be furnished and in-
stalled on boxes not equipped with fixture, switch or receptacle.
c. Outlet and fixture boxes shall be not less than 4" square and not less
than 1-1/2" deep and shall be deeper- if required by the National--.Electrical Code or
to accommodate the: device installed therein. All outlet boxes intended-to- support
fixtures shall be equipped with 3/8" fixture studs fastened through bottom of box
with four bolts. Any exceptions will be noted on the plan.
d. Wall or ceiling flush mounted outlet boxes shall be at least 1-1/2"
deep and shall be deeper. if required .by the National Electrical. Code or -to accom-
modate the devices installed therein.
e. Boxes for weatherproof, dust-tight, vapor-proof, or .explosion-proof
equipment, .or for a• hazardous location shall be the appropriate type for the fixture
or use. Such boxes shall be connected with rigid conduit. Weatherproof outlets
installed in outdoor walls shall be "FS" boxes. finished flush with the wall and
with cast gasketed.cover.
f. Plaster rings, and where required, extension rings, shall be used where
switch, outlet or fixture boxes are set in any finished surface. Plaster rings
shall be recessed not less than 3/4" and shall be set so as to be flush with
finished surfaces.
g. Condulets may be used for corner or pull boxes in indoor or outdoor work
when- the conduit will be exposed and accessible and when approved by the Architect.
h. Vapor seals shall be installed at all locations required by the National
Electrical Code.
34. PANELBOARDS:
a. Fusible panels shall be similar or equal to Square "D" "QMB", Frank Adam
"S.A.W.", Federal "QMQB", complete with fuses sized as specified.
b. Lighting panels shall be a circuit breaker type similar or equal to
Square "D", Frank Adam, or Federal, with bolted type circuit breakers. Circuit
breakers shall be quick-make, quick-break, thermal magnetic, with-one handle for
single or multi-pole ratings.
c. The panelboards shall be- dead front, code sized, in code gauge painted
and enameled cabinet, with cylinder locked hinged steel door, with two keys. furnished
for the lock.
d. Circuit directories shall be typed or neatly printed in ink, installed
in panel space provided so all circuits shall be properly identified. at the time
Contractor finishes all work in connection with -the project and leaves the site of
the work.
e. Contractor shall check all panels specified and verify the sizes, type
switches or breakers, bus, split bus, lugs, subfeeds, mounting, ratings, and submit
promptly for- approval-his proposed panel material list and shop drawings, pointing
out any preferred grouping or discrepancies, if any.
35. RADIO ANTENNAS:
a. Furnish and install 1-1/4" conduits flashed through the roof in pitch
boxes where shown on �the plans.
b. Conduit shall extent 6" above the roof- and be capped, and extend into
the ceiling plenum- to the bottom of the bar- joists.
c. Conduit shall be spot welded to the bar joist for rigidity.
36. SERVICE ENTRANCES:
a. There shall be two service entrances - a single phase, 120/240 volt, three
wire, and a three phase, 240 volt, three wire, both entering the building underground.
b. Conduit shall be so installed As to prevent entrance of water into the
building.
c. Contractor shall install wire,-conduit, weatherhead, junction or pull
boxes if required- and .other equipment not supplied and/or installed by the power
company to make the service complete and operable.
37. SPECIAL ELECTRICAL CONNECTIONS:
a. All architectural, plumbing, heating and ventilating plans and specifica-
tions shall be carefully checked to verify the location and control points for all
outlets, motors- and- switches. All so required or furnished for the project shall
be connected- and installed by the Electrical Contractor.
b. Contractor shall make final electrical connection to Tenant's equipment
where noted on the plan. Connections shall be made in a manner-as described or
required for the equipment served.
c. Contractor shall install all electrical controls and devices furnished
separate from equipment and shall connect to all electrical devices mounted on
equipment supplied--by others or required for operation of the machinery. He shall
receive and mount all detached motors and electrical devices furnished for
operation of the equipment and facilities.
38. SWITCHES. RECEPTACLES AND COVER PLATES:
a. Switches shall be specification grade, quiet type, rated at 20 amperes,
of the quality exemplified by the Sierra types listed below:
5000-10
OW
Single Pole 5021E
3 - Way 5023G
4 - Way 5024E
b. Receptacles shall be specification grade, grounding type, rated at 20
amperes, of the quality exemplified by Sierra #1860G duplex receptacles.
c. Color of switches and receptacles shall be gray.
d. Cover plates of the appropriate type and size shall be provided to ac-
commodate all outlets. Unless otherwise required by the Architect, or unless for
special devices or- specific equipment supplied, all plates shall be stainless steel
type as manufactured .by Sierra.
e. All wall switch outlets shall be in or on wall adjacent to the lock side
of the door. Where glass partitions or other architectural features prevent such
location, switches shall be .located for maximum- accessibility.
f. Where more than one switch- occurs at a single location, appropriate
gang boxes and interchangeable devices shall be used in a single plate.
® 39. TELEPHONE FACILITIES:
a. A system of empty conduit, boxes, plates, etc. , shall be furnished and
installed for- the telephone system, as- shown on- the-plans. All new conduit inside
of the building shall contain a #16 steel pull wire installed for pulling tele-
phone cables by others.
b. Telephone and. power outlets. shall-be kept separated and Contractor
shall terminate- telephone- conduit and connections only in the telephone section
of boxes; panels or wall outlets.
c. The telephone company shall furnish and install all instruments, tele-
phone cable, equipment, wire, fuse protectors and other communicating devices to
connect and install the telephone system in the conduit and enclosures provided
by the Electrical Contractor to form a complete system. All work shall-be per-
formed in-strict- accordance with current agreements of the crafts involved.
40. TEMPORARY SERVICE:
a. The Electrical .Contractor shall .provide temporary electrical service
for-use- during the construction period, with-capacity and voltage- characteristics
to fulfill the .regairemenM*of the General,- Contractor as .well as the other trades.
b. Contractor shall provide and-maintain adequately sized sockets on
feeders properly sized to-provide temporary wiring with reasonable voltage drop
and adequate protection for workmen.
c. Electrical connection fee and energy shall be paid for by the General
Contractor.
41. TIME SWITCH:
a. Furnish and install a time switch; Tork or equal, seven day, with
astronomic- dial and reserve spring power as shown on the plans.
b. Also, furnish and install an Arrow Hart #4356 on-off-automatic switch
under the timer for manual override during daylight hours.
42. WIRES AND WIRING:
a. Wires shall be new and continuous without splices or taps in conduit
runs. All wire shall be in conduit, duct, wireway, wiremold or other protective
cover sanctioned by codes or approved by the Architect.
b. No wire for lighting and power shall be smaller than No. 12 gauge
except fixture wire supplied with fixtures by the manufacturer. Low voltage or
control circuit wiring may be No. 14 gauge.
5000-11
c. Wire No. 10 Range or smaller may be spliced, tapped, or joined in
outlet, junction or panel boxes by twisting and soldering or by approved connec-
tors. Bakelite insulated-wire nuts are not approved. Soldered or bolted con-
nections shall be insulated with high grade rubber tape and .an external friction
tape so that-no-bare wire is exposed or-may become so, and so that the insula-
tion value -of- the-protected joint is equal to that- of the wire insulation.
d. Wire or cable larger, than No. 10 gauge shall be stranded- for ease
in making connections in panels and for bending in rittings and boxes. All such
large stranded wire shall be terminated- by- soldering into lugs or connectors,
or by bolting into properly-designed connectors.
e. Wire in concrete slab on earth, feeders, and wire in roof slab shall
be Type "RHW", insulated for 600 volts. General interior wiring-shal-1•be Type
"R" or nTWn
f. Interior distribution panel feeders shall be Type "RHW".
g: Leads to lighting fixtures and special equipment shall -be as recom-
mended or•'-supplied..by the manufacturer, shown on the- plans, or required by
-applicable codes.
h. Where Y
re uired-b code, lead covered .600 volt. cables, in correctly
q
sized conduit shall be furnished- and installed.
i., Wires and cables for all branch circuits and feeders-shall be color
coded where applicable to:connect switch lines, relay circuits, etc-. ,- and shall
be sized not- less:.than the sizes: shown in Article-30, Table #12, 1959 National
Electrical Code.
i
5000-12
Section 3. This ordinance shall take effect and be in force
from and after its passage and approval.
Passed: c .� �G. _ Approved:
President of the o Heil Mayor
Attest:
ity Clerk
i