HomeMy WebLinkAboutResolution - 2004-R0202 - Contract For Roof Renovations - Advantage USAA, Inc. - 04_22_2004 (2)Resolution No. 2004—RO202
April 22, 2004
Item No. 37
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and
directed to execute for and on behalf of the City of Lubbock, a Contract for roof
renovations at Building C — Municipal Hill — 600 Municipal Drive, by and between the
City of Lubbock and Advantage USAA, Inc. of Spring Branch, Texas, and related
documents. Said Contract is attached hereto and incorporated in this resolution as if fully
set forth herein and shall be included in the minutes of the City Council.
Passed by the City Council this
22nd day of April , 2004.
M C MCDO GAL, MAYOR
ATTEST:
4—Reb'(ecca Garza, City Secretary QS
APPROVED AS TO CONTENT:
V C&I K
Victor Kilma6, Purchasing Manager
APPROVED AS TO FORM:
Attorney
gs/ccdocsContract-Advantage USAA,Inc.
April 12, 2004
No Text
City of Lubbock
PURCHASING DEPARTMENT
ROOM L04, MUNICIPAL BUILDING
1625 13TM STREET
LUBBOCK, TEXAS 79401
PH:(806) 775-2167 FAX:(806)775-2164
http://purchasing.ci.lubbock.tx.us
ADDENDUM #1
ITB #047-04/RS
Roof Renovations at Building "C"-Municipal
Hill-600 Municipal Drive
MAILED TO VENDOR: March 19, 2004
CLOSE DATE: March 30, 2004 @ 2:00 p.m.
The following items take precedence over specifications for the above named Invitation to Bid (ITB).
Where any item called for in the ITB documents is supplemented here, the original requirements, not
affected by this addendum, shall remain in effect.
1. Please find enclosed the three page Addendum #1 issued by Landress Architecture.
All requests for additional information or clarification must be submitted in writing and directed to:
Ron Shuffield, Senior Buyer, City of Lubbock, P.O. Box 2000, Lubbock, Texas 79457
Questions may be faxed to (806) 775-2164 or Email to rshuffield@mail.ci.lubbock.tx.us
THANK YOU,
CITY LUBBO
Ron Shu field
Senior Buyer
It is the intent and purpose of the City of Lubbock that this request permits competitive bids. It shall be the
bidder's responsibility to advise the City of Lubbock Purchasing Manager if any lanQuaQe, reouirements, etc., or
any combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source.
Such notification must be submitted in writing and must be received by the Purchasing Manager no later than five.
(5) business days prior to the bid close date. A review of such notifications will be made.
LANDRESS
ARCHITECTURE
PROJECT: Re -roof of Building C at Municipal Hill
City of Lubbock
Lubbock, TX
ADDENDUM NO. ONE (1)
DATE: March 19, 2004
LANDRESS
ARCHITECTURE
EXPIRES 02/28/05
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NOTE:
All Proposers are required to review the following changes, deletions or additions to the project's plans and
specifications and adjust the amounts shown in their proposals accordingly.
This Addendum forms a part of the Contract Documents and modifies the Bidding Documents dated February 11,
2004, with amendments and additions noted below.
Acknowledge receipt of this Addendum in the space provided in the Proposal. Failure to do so may disqualify your
proposal.
This Addendum consists of 1 page.
DRAWINGS:
1. ADD — SHEET SD-1; Detail A111
2. ADD — SHEET SD-2; Detail A112
END OF ADDENDUM NO. ONE
1
FITTED NEOPRENE
CLOSER AT EDGE OF
EXISTING METAL ROOF
2 LAYERS OF
TREATED 3/4, EXTERIOR
PLYWOOD
PREFINISHED METAL
DRIP EDGE W/ TAPE
AND SCREWS rt
CAST CONT. TREATED
2X4 NAILER IN CONC.
REMOVE INTERIOR
GUTTER W/ INSULATION
a DRAINAGE PIPES TO
MASONRY WALL
DOWNSPOUTS.
CAP OFF AT ENTRY
TO WALL.
EXPIRES 02-28-05
,III EXISTING MASONRY
PARAPET & METAL COPING
� � I
TO BE REMOVED
NEW METAL DECK
L _ _ _ _ ' �J TO MATCH EXISTING
ROOF COLOR it PROFILE:
: 4 TAPE BETWEEN EXISTING
NEW ROOFS; SCREW NEW
ROOF TO STRUCTURE
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EXIST DIM. LAP UNDERNEATH
EXISTING METAL ROOF
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IMOOF Cr NX6 C AT t4MK ►AL I&I
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EXISTING METAL
ROOF PROFILE, 24 GA.
NEW METAL ROOF
PROFILE; TAPE BETWEEN
NEW it OLD ROOF PANELS •
EXISTING INSULATION ------ \ JJ % N
3 sG METAL.. ROOF P ROFIL_E A112
EXPIRES 02-28-06
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W C,
CITY OF LUBBOCK
SPECIFICATIONS FOR
ROOF RENOVATIONS AT BUILDING C - MUNICIPAL HILL, 600
MUNICIPAL DRIVE
ITB #047-04/RS
"A City Of Planned Progress"
CITY OF LUBBOCK
Lubbock, Texas
i
3A The City does not assume responsibility for the receipt of any addendum sent to bidders.
EXAMINATION OF DOCUMENTS AND REQUIREMENTS 1
4.1 Each bidder shall carefully examine all ITB documents and thoroughly familiarize itself with all
requirements before submitting a bid to ensure that their bid meets the intent of these specifications.
4.2 Before submitting a bid, each bidder shall be responsible for making all investigations and examinations
that are necessary to ascertain conditions and requirements affecting the requirements of this Invitation to
Bid. Failure to make such investigations and examinations shall not relieve the bidder from obligation to
comply, in every detail, with all provisions and requirements of the Invitation to Bid.
4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, "t
shall be given to the Purchasing Manager and a clarification obtained before the bids are received,
and if no such notice is received by the Purchasing Manager prior to the opening of bids, then it
shall be deemed that the bidder fully understands the work to be included and has provided 4
sufficient sums in its bid to complete the work in accordance with these plans and specifications.
If bidder does not notify Purchasing Manager before bidding of any discrepancies or omissions,
then it shall be deemed for all purposes that the plans and specifications are sufficient and
adequate for completion of the project. It is further agreed that any request for clarification must
be submitted no later than five (5) calendar days prior to the opening of bids.
BID PREPARATION COSTS "I
5.1 Issuance of this ITB does not commit the City of Lubbock, in any way, to pay any costs incurred in the
preparation and submission of a bid. ,
I
5.2 The issuance of this ITB does not obligate the City of Lubbock to enter into contract for any services or
equipment.
5-3 All costs related to the preparation and submission of a bid shall be paid by the bidder.
TRADE SECRETS CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION ACT
6.1 If you consider any portion of your bid to be privileged or confidential by statute or judicial decision,
including trade secrets and commercial or financial information, clearly identify those portions.
6.2 The City of Lubbock will honor your notations of trade secrets and confidential information and decline to
release such information initially, but please note that the final determination of whether a particular
portion of your bid is in fact a trade secret or commercial or financial information that may be withheld from
public inspection will be made by the Texas Attorney General or a court of competent jurisdiction. In the
event a public information request is received for a portion of your bid that you have marked as being
confidential information, you will be notified of such request and you will be required to justify your legal
position in writing to the Texas Attorney General pursuant to Section 552.305 of the Government Code. In
the event that it is determined by opinion or order of the Texas Attorney General or a court of competent
jurisdiction that such information is in fact not privileged and confidential under Section 552.110 of the
Government Code and Section 252.049 of the Local Government Code, then such information will be
made available to the requester.
Marking your entire bid CONFIDENTIAUPROPRIETARY is not in conformance with the Texas Open
Records Act.
L-- C_ENSES PERMITS TAXES
rye price or prices for the work shall include full compensation for all taxes, permits, etc. that the bidder is or may
e required to pay.
TILIZATION OF LOCAL BUSINESS RESOURCES
'r-ospective bidders are strongly encouraged to explore and implement methods for the utilization of local
Sources, and to outline in their bid submittal how they would utilize local resources.
9 CONFLICT OF INTEREST
9.1 The bidder shall not offer or accept gifts or anything of value nor enter into any business arrangement with any
employee, official or agent of the City of Lubbock.
9.2 By signing and executing this bid, the bidder certifies and represents to the City the bidder has not offered,
conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of special treatment,
advantage, information, recipient's decision, opinion, recommendation, vote or any other exercise of discretion
concerning this bid.
10 CONTRACT DOCUMENTS
10.1 All work covered by the contract shall be done in accordance with contract documents described in the
General Conditions.
10.2 All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for
the construction of this project and shall be responsible for the satisfactory completion of all work
contemplated by said contract documents.
11 PLANS FOR USE BY BIDDERS
It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by
the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without
charge or forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice
to Bidders.
12 BIDDER INQUIRIES AND CLARIFICATION OF REQUIREMENTS
12.1 It is the intent and purpose of the City of Lubbock that this request permit competitive bids. It shall be the
bidder's responsibility to advise the Purchasing Manager if any language, requirements, etc.; or anv
combinations thereof, inadvertently restricts or limits the requirements stated in this ITB to a single source.
Such notification must be submitted in writing and must be received by the City of Lubbock Purchasing
Office no later than five (5) calendar days before the bid closing date. A review of such notifications will be
made.
12.2 NO BIDDER SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR ADDITIONAL
' INFORMATION OR CLARIFICATION CONCERNING THIS INVITATION TO BID (ITS) MUST BE
SUBMITTED IN WRITING NO LATER THAN FIVE (5) CALENDAR DAYS PRIOR TO THE BID
CLOSING DATE AND ADDRESSED TO:
RON SHUFFIELD, SENIOR BUYER
City of Lubbock
1625 13" Street
Lubbock, Texas 79401
Fax: (806) 775-2164
Email: RShuffield@mylubbock.us
13 TIME AND ORDER FOR COMPLETION
13.1 The construction covered by the contract documents shall be substantially completed within SIXTY (60)
CONSECUTIVE CALENDAR DAYS from the date specified in the Notice to Proceed issued by the City of
Lubbock to the successful bidder.
13.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided,
however, the City reserves the right to require the Contractor to submit a progress schedule of the work
contemplated by the contract documents. In the event the City requires a progress schedule to be
m submitted, and it is determined by the City that the progress of the work is not in accordance with the
progress schedule so submitted, the City may direct the Contractor to take such action as the City deems
necessary to ensure completion of the project within the time specified.
14 PAYMENT
All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the
contract documents.
15
16
17
18
19
AFFIDAVITS OF BILLS PAID
The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to execute '
an affidavit that all bills for labor, materials and incidentals incurred in the construction of the improvements
contemplated by the contract documents have been paid in full and that there are no claims pending, of which the
Contractor has been notified.
MATERIALS AND WORKMANSHIP
The intent of these contract documents is that only materials and workmanship of the best quality and grade will
be furnished. The fact that the specifications may fail to be sufficiently complete in some detail will not relieve
the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until
incorporated into the project. The presence or absence of a representative of the City on the site will not relieve
the Contractor of full responsibility of complying with this provision. The specifications for materials and methods
set forth in the contract documents provide minimum standards of quality, which the Owner believes necessary to
procure a satisfactory project.
GUARANTEES
17.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against
defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner,
a written general guarantee which shall provide that the Contractor shall remedy any defects in the work,
and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects
appear within ONE year from date of final acceptance of the work as a result of defective materials or
workmanship, at no cost to the Owner (City of Lubbock).
17.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and
warrants fault -free performance and fault -free result in the processing date and date -related data
(including, but not limited to calculating, comparing and sequencing) of all hardware, software and
firmware products delivered and services provided under this Contract, individually or in combination, as
the case may be from the effective date of this Contract. Also, the Contractor warrants calculations will be
recognized and accommodated and will not, in any way, result in hardware, software or firmware failure.
The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate the
procedures it intends to follow in order to comply with all the obligations contained herein.
17.3 The obligations contained herein apply to products and services provided by the Contractor, its sub-
contractor or any third party involved in the creation or development of the products and services to be
delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations '
contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and
under this Contract including, but not limited to, its right pertaining to termination or default.
17.4 The warranties contained herein are separate and discrete from any other warranties specified in this
Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the .F
Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes or
any document incorporated in this Contract by reference. l
PLANS FOR THE CONTRACTOR
The contractor will be furnished one set of plans and specifications, and related contract documents for his use -
during construction. Plans and specifications for use during construction will only be furnished directly to the
Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or
others, as required for proper prosecution of the work contemplated by the Contractor.
PROTECTION OF THE WORK
The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, i.---i
supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any
and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the
date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have
been opened and before the contract has been awarded, to require of a bidder the following information:
(a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by
the intended contract and all work in progress with bond amounts and percentage completed.
(b) A sworn statement of the current financial condition of the bidder.
i
1 (c) Equipment schedule.
20 TEXAS STATE SALES TAX
20.1 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions
of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act.
20.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the
materials to be incorporated into the work without paying the tax at the time of purchase.
21 PROTECTION OF SUBSURFACE LINES AND STRUCTURES
5
I It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a
way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or
other underground structures which might or could be damaged by Contractor during the construction of the
project contemplated by these contract documents. The City of Lubbock agrees that it will furnish Contractor the
location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve
the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by
Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by
Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense.
22 BARRICADES AND SAFETY MEASURES
The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals, and
shall take such other precautionary measures for the protection of persons, property and the work as may be
necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs,
and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and
replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of
barricades, signs, and lights shall not cease until the date of issuance to Contractor of City's certificate of
I acceptance of the project.
23 EXPLOSIVES
23.1 The use of explosives will not be permitted unless written permission to do so is obtained by the
Contractor from the City. In all cases where written permission is obtained for the use of explosives, the
Contractor shall assume full responsibility for all damage, which may occur as a direct or indirect result of
the blasting. In addition, in all cases where explosives are authorized to be used, the Contractor shall use
utmost care so as not to endanger life or property and the Contractor shall further use only such methods
as are currently utilized by persons, firms, or corporations engaged in similar type of construction activity.
23.2 Explosive materials shall not be stored or kept at the construction site by the Contractor.
23.3 In all cases where explosives are to be used during the construction of the project contemplated by this
contract, it shall be the duty of the Contractor to notify each utility company having structures (above or
below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such
notice shall be given sufficiently in advance to enable the companies to take such steps as they may
deem necessary to protect their property from injury. Such notice, however, shall not relieve the
Contractor of responsibility for any damage resulting from his blasting operations.
24 CONTRACTOR'S REPRESENTATIVE
The successful bidder shall be required to have a responsible local representative available at all times while the
work is in progress under this contract. The successful bidder shall be required to furnish the name, address and
telephone number where such local representative may be reached during the time that the work contemplated by
this contract is in progress.
25 INSURANCE
25.1 The Contractor shall not commence work under this contract until he has obtained all insurance as
required in the General Conditions of the contract documents, from an underwriter authorized to do
business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the City
and written notice of cancellation or any material change will be provided ten (10) days in advance of
cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the right
to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life of this
f 5
I'
i~__
contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein also
shall be acceptable. Such insurance shall be carried with an insurance company authorized to transact
business in the State of Texas and shall cover all operations in connection with this contract, whether
performed by the Contractor or a subcontractor, or separate policies shall be provided covering the
operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be
submitted before contract execution.
25.2 PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A
CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE
CITY OF LUBBOCK AS AN ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN
FAVOR OF THE CITY OF LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL BE
ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK
ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE
INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH
SUBCONTRACTOR.
26 LABOR AND WORKING HOURS
26.1 Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages
included in these contract documents. The wage rate that must be paid on this project shall not be less
than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The
bidders' attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil
Statutes providing for the payment of the wage schedules above mentioned and the bidder's obligations
thereunder. The inclusion of the schedule of general prevailing rate of per diem wages in these contract
documents does not release the Contractor from compliance with any wage law that may be applicable.
Construction work under this contract requiring an inspector will not be performed on weekends or
holidays unless the following conditions exist:
26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary
service to its citizens.
26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is
approaching the penalty provisions of the contract and Contractor can show he has made a
diligent effort to complete the contract within the allotted time.
26.2 Before construction work requiring an inspector is to be performed on weekends or holidays, the
Contractor must notify the Owner's Representative not less than three full working days prior to the
weekend or holiday he desires to do work and obtain written permission from the Owner's Representative
to do such work. The final decision on whether to allow construction work requiring an inspector on ,
weekends or holidays will be made by the Owner's Representative.
26.3 In any event, if a condition should occur or arise at the site of this project or from the work being done
under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately
commence work, regardless of the day of the week or the time of day, to correct or alleviate such
condition so that it is no longer dangerous to property or life.
27 PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS
The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project j
under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable without discount,
not less often than once each week. The Contractor and each of his subcontractors engaged at the site of the
work shall not later than the seventh day following the payment of wages, file with the Owner's Representative, or j
Engineer, a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, his
classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit shall state that the
copy is a true and correct copy of such payroll, that no rebates or deductions (except as shown) have been made,
or will in the future be made from the wages paid as shown thereon. The Contractor must classify employees
according to one of the classifications set forth in the schedule of general prevailing rate of per diem wages, which
schedule is included in the contract documents. The Contractor shall forfeit as a penalty to the City of Lubbock on
whose behalf this contract is made, ten dollars for each laborer, workman, or mechanic employed for each
calendar day, or portion thereof, such laborer, workman or mechanic is paid less than the wages assigned to his I
particular classification as set forth in the schedule of general prevailing rate of per diem wages included in these
contract documents.
28 PROVISIONS CONCERNING ESCALATION CLAUSES
Bids submitted containing any conditions which provide for changes in the stated bid price due to increases or
decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the
k bidder without being considered.
29 PREPARATION FOR BID
29.1 The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be
correctly filled in and the bidder shall state the price both in words and numerals, for which he intends to
do the work contemplated or furnish the materials required. Such prices shall be written in ink, distinctly
and legibly, or typewritten. In case of discrepancy between the price written in words and the price written
in figures, the price written in words shall govern.
29.2 If the bid is submitted by an individual, his name must be signed by him or his duly authorized agent. If a
bid is submitted by a firm, association, or partnership, the name and address of each member must be
given and the bid signed by a member of the firm, association or partnership, or person duly authorized. If
the bid is submitted by a company or corporation, the company or corporate name and business address
must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing
agents or others to sign bids must be properly certified and must be in writing and submitted with the bid.
The bid shall be executed in ink.
29.3 Each bid shall be enclosed in a sealed envelope, addressed as specified.in the Notice to Bidders, and
endorsed on the outside of the envelope in the following manner:
28.3.1 Bidder's name
28.3.2 Bid for (description of the project).
29.4 Bid submittals may be withdrawn and resubmitted at any time before the time set for opening of the bids,
but no bid may be withdrawn or altered thereafter.
29.5 Pursuant to Texas Local Government Code 252.043(a), a competitive sealed bid that has been
opened may not be changed for the purpose of correcting an error in the bid price. THEREFORE,
ANY CORRECTIONS TO THE BID PRICE MUST BE MADE ON THE BID SUBMITTAL FORM PRIOR
TO BID OPENING.
30 BOUND COPY OF CONTRACT DOCUMENTS
Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the
following:
(a) Notice to Bidders.
(b) General Instructions to Bidders.
(c) Bidder's Submittal.
(d) Statutory Bond (if required).
(e) Contract Agreement.
(f) General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
(i) Insurance Certificates.
0) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders.
If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered
incorporated by reference into the aforementioned contract documents.
31 QUALIFICATIONS OF BIDDERS
The bidder may be required before the award of any contract to show to the complete satisfaction of the City of
Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified therein
i in a satisfactory manner. The bidder may also be required to give a past history and references in order to satisfy
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32
the City of Lubbock about the bidder's qualifications. The City of Lubbock may make reasonable investigations
deemed necessary and proper to determine the ability of the bidder to perform the work, and the bidder shall
furnish to the City of Lubbock all information for this purpose that may be requested. The bidder's bid may be
deemed not to meet specifications or the bid may be rejected if the evidence submitted by, or investigation of, the
bidder fails to satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the
contract and to complete the work described therein. Evaluation of the bidder's qualifications shall include:
(a) The ability, capacity, skill, and financial resources to perform the work or provide the service required.
(b) The ability of the bidder to perform the work or provide the service promptly or within the time specified,
without delay or interference.
(c) The character, integrity, reputation, judgment, experience, and efficiency of the bidder.
(d) The quality of performance of previous contracts or services.
BID AWARD
32.1 The City of Lubbock reserves the right to reject any or all bids, reject any particular item on a bid, and to
waive immaterial formalities and to accept the offer most advantageous to the City of Lubbock in its sole
discretion. Unless otherwise specified herein, the City shall award the bid based on the Total Bid Amount.
32.2 All bids are evaluated for compliance with specifications before the bid price is considered. Response to
specifications is primary in determining the best low bid. Failure to comply with the specifications may
result in disqualification of the bid. F
32.3 In case of tie bids, preference will be given to local bidders. Consistent and continued tie bidding may be
cause for rejection of bids by the City of Lubbock and/or investigation by the Attorney General to
determine possible Anti -Trust violations.
32.4 Before the City may award a bid to a nonresident bidder, the nonresident bidder's bid must be lower than
lowest bid submitted by a responsible Texas bidder by the same margin or amount that a Texas bidder
would be required to underbid the nonresident bidder in the nonresident bidders' home state.
32.5 Any contract made, or purchase order issued, as a result of this Invitation to Bid, shall be entered into the
State of Texas and under the laws of the State of Texas. In connection with the performance of work, the
Bidder agrees to comply with the Fair Labor Standard Act, Equal Opportunity Employment Act, and all
other applicable Federal, State, and Local laws, regulations, and executive orders to the extent that the
same may be applicable.
32.6 NO INDIVIDUAL OF ANY USING DEPARTMENT HAS THE AUTHORITY TO LEGALLY AND/OR
FINANCIALLY COMMIT THE CITY TO ANY CONTRACT, AGREEMENT OR PURCHASE ORDER FOR _
GOODS OR SERVICES, UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS
x
INVITATION TO BID, c
BID SUBMITTAL
0
BID SUBMITTAL
LUMP SUM BID CONTRACT
DATE: -3 ) -5 — (0 q
PROJECT NUMBER: #047-04/RS - ROOF RENOVATIONS AT BUILDING C - MUNICIPAL HILL, 600 MUNICIPAL
DRIVE
_ Bid of (hereinafter called Bidder)
To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Gentlemen:
The Bidder, in compliance with your Invitation to Bid for the construction of a ROOF RENOVATIONS AT BUILDING C -
MUNICIPAL HILL 600 MUNICIPAL DRIVE having carefully examined the plans, specifications, instructions to bidders,
notice to bidders and all other related contract documents and the site of the intended work, and being familiar with all of
the conditions surrounding the construction of the intended project including the availability of materials and labor, hereby
intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans, specifications
and contract documents, within the time set forth therein and at the price stated below. The price to cover all expenses
incurred in performing the work required under the contract documents.
MATERIALS: � I l2'G Y !&2iU I47 14Ulivivs 5y )
SERVICES: r 'i✓+I '71 ) ($ '3 0 , Coo )
TOTAL BID: -Z' i ($ I � eO )
(Amount shall be shown in both words and numerals. In case of discrepancy, the amount showh in words shall govern.)
Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written
"Notice to Proceed" of the Owner and to substantially complete the project within 60 (SIXTY) consecutive calendar days
thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees to pay to Owner
as liquidated damages the sum of $250 (TWO HUNDRED FIFTY) for each consecutive calendar day in excess of the time
set forth herein above for completion of this project, all as more fully set forth in the general conditions of the contract
documents.
Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with
instruction number 28 of the General Instructions to Bidders.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the
- bidding.
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days
after the scheduled closing time for receiving bids.
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the
plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to
- commence work on or before the date specified in the written notice to proceed, and to substantially complete the viom on
which he has bid; as provided in the contract documents.
U
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or
certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable
without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the
bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all
necessary bonds (if required) within fifteen (15) days after notice of award of the contract to him.
Enclosed with this bid is a Cashier's Check or Certifi d Check for
Dollars ($ ) or a Bid Bond in the sum of Dollars
($ ), which it is agreed shall be collected and retained by the Owner as liquidated damages in the
event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents,
insurance certificates, and the required bond (if any) with the Owner within fifteen (15) days after the date of
receipt of written notification of acceptance of said bid; otherwise, said check or bond shall be returned to the
undersigned upon demand.
Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract
documents made available to him for his inspection in accordance with the Notice to Bidders.
Pursuant to Texas Local Government Code 252.043(a), a
competitive sealed bid that has been opened may not be
changed for the purpose of correcting an error in the bid
price. THEREFORE, ANY CORRECTIONS TO THE BID
PRICE MUST BE MADE ON THE BID SUBMITTAL FORM
PRIOR TO BID OPENING.
(Seal if Bidder is a Corporation)
ATTEST:
1Z4 ni t ar<r<10101t
Secrets ry
Bidder acknowledges receipt of the following addenda:
Addenda No. �_ Date 3l O
Addenda No Date
Addenda No. Date
Addenda No. Date
I MNVBE Firm: Woman
Hispanic Amercan
Date:
re
L/
(Printed or Typed Name)
GSM
Company n
Address
City, County
State Zip Code
Telephone: e`�6' - 9 »s �� S
Fax: b36
Black American
Asian Pacific American
Native American
A
1.
2.
61
3.
4.
6.
7.
8.
9.
10.
L
LIST OF SUBCONTRACTORS
3
Minority Owned
Yes No
0 0
0 F
0 0
0 0
0 0
0 0
c
CITY OF LUBBOCK
INSURANCE REQUIREMENT AFFIDAVIT
To Be Completed by Bidder
And Attached to Bid Submittal
I, the undersigned er, certify that the insurance requirements contained in this bid document have been
reviewed by me wit t e below identified Insurance Agent/Broker. If 1 am awarded this contract by the City of
Lubbock, I will be ab�to,hin fifteen (15) days after being notified of such award by the City of Lubbock,
furnish a valid d-sraificate to the City meeting all of the requirements defined in this bid/proposal.
I�1 ,T4W- , GavinContractor (Print)
CONTRACTOR'S FIRM NAME:
(Print or Type )
_. CONTRACTOR'S FIRM ADDRESS: N N46 &
0e 501
�w � IVGt
Name of Agent/Broker:
so
ao-Nco- Tx 7KV-rc
Address of Agent/Broker: 6)-C&OQ
City/State/Zip:
Agent/Broker Telephone Number: ( Z J Q ) s7cz -7 7 t-/ Y �
Date: `3- -Z'4�,(>J
NOTE TO CONTRACTOR
If the time requirement specified above is not met, the City has the right to reject this bid/proposal and
award the contract to another contractor. If you have any questions concerning these requirements,
please contact the Purchasing Manager for the City of Lubbock at (806) 775-2165.
BID #047-04/RS - ROOF RENOVATIONS AT BUILDING C - MUNICIPAL HILL, 600 MUNICIPAL DRIVE
May-13-03 08:08A
P.02
§fafr of Zrxas
Historically Underutilized Business
Certification and Compliance Program
The Texas Building & Procurement Commission (TBPC),
hereby certifies that
ADVANTAGE USAA, INC.
has successfully met the established requirements of the
State of Texas Historically Underutilized Business (HUB)
Certification and Compliance Program to be recognized as a HUB.
This certificate, printed 02-MAY-2003, supersedes any registration and certificate previously issued by the
TBPC's HUB Certification and Compliance Program. if there are any changes regarding the information (i.e.,
business structure, ownership, day-to-day management, operational Control, addresses, phone and fax
numbers or authorized signatures) provided in the submission cf the business' applicator for
registration/certification as a HUB, you must immediately (within 30 days of such changes) notify the TBPC's
HUB program in writing. The Commission reserves the right to conduct a compliance review at any time to
confirm HUB eligibility. HUB certification may be suspended or revoked upon findings of inetigibility.
Certificate/VID Number: 1742950238200 Paul A. Gibson
File/Vendor Number; 17339 HUB Certification & Compliance SupeMsor
Approval Date: 03-JUL-2002 Texas Building & Procurement Commission
Expiration Date: 03-JUL-2006 (512) 305.9071
Note; In order for State agencies and institutions of higher education (universities) to be credited for utilizing
this business as a HUB, they must award payment under the Certificate/VID Number identified move,
Agencies and universities are encouraged to validate HUB certification prior to issuing a notice of award ov
accessing the Internet (http,h*ww.tbpc.state.tx.us) or by contacting the TBPC's HUB Certification ano
Compliance Program at (888) 863.5881 or (512) 463-5872,
Un
UN= FIRE & CASUALTY TY COMPANY
M Second Avenue SE PO Box 73909
Cedar Rapids, Iowa 52407-3909 319-399-5700
(A Stock Company)
BID BOND
KNow ALL BY TxESE PRESENTS, that Advantage USAA, Inc.
13350 Rebecca Road, Spring Branch, Texas 78070
as Principal, hereinafter called the Principal,
and the UNTIED FIRE & CASUALTY COMPANY, a corporation duly organized under the laws of the State of IOWA, as
Surety, hereinafter called the Surety. are held and firmly bound unto
City of Lubbock
as Obligee; hereinafter called the Obligee:
in the sum of Five aercent of the amount bid. Dollars
(S 5% ), for the payment of which sum well and truly to be made, the said principal and the said
Surety, bind ourselves, our heirs. executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
Wt mmm, the -Principal has submitted a bid for
Reroof Bldg "C" at Municipal Hill, ITB:047-04/RS
Now D%oee, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the
Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contact
documents with good and sufficient surety for the faithful performance of such contract and for the prompt paymenr of labor
and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and ghe
such bond or bon4 if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the
amount specified in said bid and such larger amount for which the Obligee may in good facontract with another party to
perform the work covered by said bid, then this obligation shall be null and void, otherwise kremain in full force aad effect.
Signed and sealed this 11 th day of MarcK20tJ4
U SAA, kng/ / -- tom;
rnde)
John W
No Text
C-'
SONID CHECK
BEST RATING
LICENSEIN TEXAS n
DATE kIL-1— By jL--
PAYMENT BOND
l'.
STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN $25,000) Bond No. 54-148515
KNOW ALL MEN BY THESE PRESENTS, that Advantage USAA, Inc. (hereinafter called the Principal(s), as
Principal(s), and
United Fire & Casualty Company`
(hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the
Obligee), in the amount of Sixty Eight Thousand One Hundred dollars ($ 68,100.00 ) lawful money of the
United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators,
executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contracttwith the Obligee, dated the22nd day of
April , 20 04, to Roof Renovations at Building X. - Municipal Hill,
600 Municipal Drive, Bid No.'047-04/RS
and said Principal under the law is required before commencing the work provided for in said contract to execute a bond in
the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent as
if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION iS SUCH, that if the said Principal shall pay all
claimants supplying labor and material to him or a subcontractor In the prosecution of the work provided for in said
r
contract, then, this obligation shall be void; otherwise to remain in full force and effect;
PROVIDED, HOWEVER, that this bond is executed pursuant to the. provisions of Section 2253.021(a) of the
Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said
Article to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this
24th day of MM 20 04.
United Fire & Casualty Company
Surety
'8y.
TiU ) John W. Schuler
Attorney -In -Fact
Advantage USAA, Inc.
(Company Name)
(Title)
L
The undersigned surely company represents that it is duly qualified' to do business in Texas, and hereby
designates John W. Schuler an agent resident in Lubbock County to whom any requisite notices may be delivered
and on whom service of process may be had in matters arising out of such suretyship.
1 United Fire & Casualty Com�any
Surety
Attorney —in —Fact
Approved as to form: ,
City of ubbock
i
r ,ey
difV'AftomAy
Note: if signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing
that this person has authority to sign such obligation. if signed by an Attorno' y in Fact, we must have copy of power of
attorney for our files.
No Text
U()
UNITED FIRE GROUP
IMPORTANT NOTICE
TO OBTAIN INFORMATION OR MAKE A COMPLAINT:
United Fire & Casualty Company
United Life Insurance Company
Addison Insurance Company
Lafayette Insurance Company
Insurance Brokers & Managers, Inc.
American Indemnity Companies
You may call United Fire Group's toll free telephone number for information or to make a complaint at:
800-343-9130
You may also write to United Fire Group at:
United Fire Group
Attn: Bond Department
P.O. Box 73909
Cedar Rapids, IA 52407-3909
-or street address -
United Fire Group
Attn: Bond Department
118 Second Avenue SE
Cedar Rapids, IA 52401
You may contact the Texas Department of Insurance to obtain information on companies, coverages,
rights or complaints at:
800-252-3439
You may write the Texas Department of Insurance at:
P.O. Box 149104
Austin, TX 78714-9104
ATTACH THIS NOTICETO YOUR BOND. This notice is for information only and does not become a
part or a condition of the attached document and is given to comply with Section 2253.48,
Governmental Code, and Section 53-202, Property Code, effective September 1, 2001.
HOME OFFICE: 118 Second Avenue SE, PO Box 73909, Cedar Rapids, Iowa 52407-3909 Phone: 319-399-5790 FAX: 319-399-5425
r,.
United Fire Group
Fidelity & Surety Department
POLICYHOLDER DISCLOSURE
NOTICE OF TERRORISM INSURANCE COVERAGE
SURETY BONDS
You should know that, effective November 26, 2002, any losses sustained by the surety
caused by certified acts of terrorism would be partially reimbursed to the surety by the
United States under a formula established by federal law. Under this formula, the United
States pays 90% of covered terrorism losses exceeding the statutorily established deductible
paid by the surety providing the coverage. The portion of your bond premium that is attrib-
utable to coverage for acts of terrorism is $ 0.00. Before any charges are added for terror-
ism coverage in future surety products you purchase, you will be able to make a coverage
election for a then specified premium charge.
The existence of the federal terrorism insurance program does not affect the obligations you
assume in the indemnity agreement.
HOME OFFICE: 118 Second Ave. SE, PO Box 73909, Cedar Rapids, IA 52407-3909 Phone: 319-399-5700 FAX: 319-399-5425
UND-3290b (3-03)
CERTIFICATE OF INSURANCE
1
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CERTIFICATE of INSURANCE OS127/04 -...
I
Ceppltal Iwanece AOsncy OWT AM OOWEN 80 IUOM UPON TIN COMIPICATE
6322 �B*r Sulu 345 ItO1.O�. THM CORTIPWATO alOOa NOT wYp140, wnwe On
Sere Ankwd% TX 78229
I (210) 535-1446 coopman
COMPANY
_ __ _ ' �► _ _�Muw E I • lst'Wnece c�e�y
COMPANY ... —._.
AdeiadScUAAA, Tat N41pAF1Y
13350 Arbom Crook Road C Toze1 Mtlhal bovrence Company
sp i e tl mtk Ta. 7807e
TNW It TD COMFY TWAT THE POLK964, OF INWRANCC LISTRO ULO1N NAVC SKIN IMUld"Ib THE INaUR11D NAMED ABO'V9 '
FOR THE POLICY PE011013 INDICATED. NOTWMOTANDINO ANY AMMIRVANT. TERY OR OOWDITION OF ANY CONTRACT OR
OT146FI DOCUMINT WITH REBI t:OI TO WHICH T1118 CLIITIFICATE MAY BE IeaUKDOR MAY MRTAIN. THE INSURANCE AFFOXMD
3Y THE POLICIES DESCRIBED HEREIN 19 6UaJ[CT To ALL THE TERM& UCLUB M AND CONDITIONS OF SUCH POLICIES.
LIMITS SHOWN MAY HAVE BIWA RIDUCKO BY PAID CLAI IS.
r"- . - - —I vwFwFw- Vwm
fin( 1. W OONP 1M ik !OLMM MVMeIIIII ! Mw_ LS�- UNITS
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`City of Lubbock as an additional lneured in regard* to Commercial Automobile. General UsblNly and Umbrella coverages. Waivor
of Subrogetlon Is applicable to Commercial Automobile, General Liability, Umbrella and Worltm Compensatlon coverages,
City of Lubbock
P.D. Box 2000
Lubbock, Texas ,7945.7
I
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I0017NI".MIgiro OOMPA Tw"IW
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05/27/04
7 ` Capital Insurance Agency
6322 Sovereign, Suite 248
San Antonio, TX 78229
(210) 525-1446
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT APPEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
COMPANIES AFFORDING COVERAGE
COMPANY
A American Equity Insurance Company
� wstmeo COMPANY �
B Empire Fire & Marine Insurance Company_
Advantage USAA, Inc. ICOMPANY j
13350 Rebecca Creek Road j C Texas Mutual Insurance Company
Spring Branch, Tx. 78070 ;COMPANY
THIS iSyTOCERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE NS BRED NMED AABOVEA "
s FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR
i OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED
BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSION AND CONDITIONS OF SUCH POLICIES.
LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
I CO ` 1 POLICY tf[PlBCTIVE iIWIJCY RXPIRATIOM
L TYPE OF INSURANCE POucY MUN INK DATE LIMIT" Tl;{' � (MWDDlY)f) s DAIS (MM1D0lYY) �
laRu ri.00
j COMMERCIAL GENERAL LIABILITY PRODUCTSCOMP/OP AGO
i CLAIMS MADE F OCCUR i ! r PERSONAL & ADV INJURY
'A OWNERS a CONT PROT i ACC124971 i 09/01/03 09/01 /04 ; EACH OCCURRENCE
I j' j ! FlRE DAMAGE (Nry one tke)$50,000.00
E 1
— I MED. EXP. (Any one Person) $5,000.00
1IARIIaT1f I ANY AUTO ICOMBMIE SD I�NGLE LIMIT ---I $1 OOO OOO.00
! ALL OWNED AUTOS I �LYINJURY ll
IB I ;SCHEDULEDAUTOS EMF 1165 19 I 07/01/03 07/01/04 (PERPERwN)
HIRED AUTOS I BODILY tWURY ; I
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} PROPERTY_—
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`AUTO ONLY- EA ACCIDENT
ANYAUTO OTHER THAN AUTO ONLY01'
EACH ACCIDENT
AGGREGATE —
EXC"s LUMBATY — - EACH OCCURRENCE
-.-... A UMBRELLA FORM ACC124171 09/01/03 09/01/04 AGGREGATE , ,
OTHER THAN UMBRELLA FORM I
rrwMlteltS ooYPala1►ea1 aIs — - STATUTORY LIMITS=
REPLDTO• LIANU 1► EACH ACCIDENT $5uuuuu.uu,
THE PROPR TOW TSF-0001133527 07/10/03 07/10/04 DISEASE - POLICY LIMIT $500,000.00
C a tNCL-20030710 DISEASE- EACH EMPLOYEESOi��O�O�
OFFIOEaSA EXCL _
- OTHM — For completed value of work (S68,160.00). This Policy shall 1
A ;Builders Risk ACCO89114 1 05/27/04 11/27/04 be specific as to coverage and not considered as contributing
I I ( insurance with any permanent insurance maintained on the
- , I ' -- _ _—L------- j —--�---- remises. -- 1
0"CRIPTION Of DPERATIONS&OCAINO*SA HtCLRS sPECUL treats Bid 0 047. WRS Roofing at.Building G - Munlclpal Hill. '
- I Advantage USAA, Inc. waives all rights, Indemnifies and holds harmless (waiver of subrogation) The City of Lubbock (owner),
'employees, architect and architects engineers from any and all claims made by employees of the contractor, they are also included
jas additional insureds but only with respect to liability arising out of our work by that insured by or for. us. This insurance is primary
land anv other valid and collectible insurance available to the additional insureds in this endorsement shall be excess. j
City of Lubbock
P.O. Box 2000
Lubbock,Texas 79457
I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE THE E)WIRATION
' DATE THEREOF, THE ISSUING COMPANY WILL XXX)DC)OO M MAR 30 DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
AUTHORIZED REI
CONTRACTOR CHECKLIST
A CONTRACTOR SHALL:
(1) provide coverage for its employees providing services on a project, for the duration of the project based on
proper reporting of classification codes and payroll amounts and filling of any coverage agreements;
(2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity
prior to beginning work on the project;
(3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the contractor's current certificate of
coverage ends during the duration of the project;
(4) obtain from each person providing services on a project, and provide to the governmental entity:
(A) a certificate of coverage, prior to that person beginning work on the project, so the governmental
entity will have on file certificates of coverage showing coverage for all persons providing
services on the project; and
(B) no later than seven days after receipt by the contractor, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter;
(6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the
contractor knew or should have known, of any change that materially affects the provision of coverage of
any person providing services on the project;
(7) post a notice on each project site informing all persons providing services on the project that they are
required to be covered, and stating how a person may verify current coverage and report failure to provide
coverage. This notice does not satisfy other posting requirements imposed by the Act or other
commission rules. This notice must be printed in at least 19-point normal type, and shall be in both
English and Spanish and any other language common to the worker population. The text for the notices
shall be the following text provided by the commission on the sample notice, without any additional words
or changes:
F .
PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A CERTIFICATE OF
INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF LUBBOCK AS AN
ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK, OR
IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A STATEMENT FROM THE CONTRACTOR TO THE EFFECT
....' THAT NO WORK ON THIS PARTICULAR PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE
DOCUMENTS INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR.
No Text
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related to this construction project must (see
reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering
equipment and materials, or providing labor or transportation or other service related to the project, regardless of the
identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at (512)440- 3789 to receive information on the
legal requirement for coverage, to verify whether your employer has provided the required coverage, or to
report an employer's failure to provide coverage." and
(8) contractually require each person with whom it contracts to provide services on a project, to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts and filing
of any coverage agreements for all of its employees providing services on the project, for the
duration of the project;
(B) provide a certificate of coverage to the contractor prior to that person beginning work on the
project;
(C) include in all contracts to provide services on the project the language in subsection (e) (3) of this
rule;
(D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(E) obtain from each other person with whom it contracts, and provide to the contractor:
(i) a certificate of coverage, prior to the other person beginning work on the project; and
(ii) prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period, if the coverage period shown on the current certificate of coverage ends during
the duration of the project;
(F) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter;
(G) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 10 days
after the person knew or should have known, of any change that materially affects the provision of
coverage of any person providing services on the project; and
(H) contractually require each other person with whom it contracts, to perform as required by
paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they
are providing services.❑
I
CONTRACT
I
t
CONTRACT
STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered into this 22ND day of APRIL, 2004 by and between the City of Lubbock,
County of Lubbock, State of Texas, acting by and through the Mayor, City of Lubbock, thereunto authorized to do so,
hereinafter referred to as OWNER, and ADVANTAGE USAA, INC. of the City of SPRING BRANCH, County of COMAL
and the State of TEXAS hereinafter termed CONTRACTOR.
WITNESSETH: That for and inconsideration of the payments and agreements hereinafter mentioned, to be made and
performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the
CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements
described as follows:
BID #047-04/RS - ROOF RENOVATIONS AT BUILDING C - MUNICIPAL HILL, 600 MUNICIPAL DRIVE - $68,100.00
and all extra work in connection therewith, under the terms as stated in the contract documents and at his (or their) own
proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance
and other accessories and services necessary to complete the said construction in accordance with the contract
documents as defined in the General Condition of Agreement.
The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have
been given to him and to substantially complete same within the time specified in the contract documents.
The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with
the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make
payment on account thereof as provided therein.
IN WITNESS WHEREOF, the parties to these presents have executed this agreement in Lubbock, Lubbock County,
Texas in the year and day first above written.
COMPLETE ADDRESS:
Advantage USAA, Inc.
13350 Rebecca Creek Road
Spring Branch, Texas 78070
ATTEST:
r
Corporate Secretary
GENERAL CONDITIONS OF THE AGREEMENT
I
GENERAL CONDITIONS OF THE AGREEMENT
OWNER
Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City of
Lubbock, Texas.
2. CONTRACTOR
Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co-
partnership or corporation, to wit ADVANTAGE USAA, INC. who has agreed to perform the work embraced in this
contract, or their legal representative.
3. OWNER'S REPRESENTATIVE
Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as
referring to, City of Lubbock, or its representative HARLAN STAUFFER FACILITIES MANAGER, so designated
who will inspect constructions; or to such other representatives, supervisors, architects, engineers, or inspectors
as may be authorized by said Owner to act in any particular under this agreement. Engineers, supervisors or
inspectors will act for the Owner under the direction of Owner's Representative, but shall not directly supervise the
Contractor or persons acting on behalf of the Contractor.
4. CONTRACT DOCUMENTS
The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed
Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the
Agreement (if any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder
for inspection in accordance with the Notice to Bidders. The above described materials are sometimes referred to
herein as the "contract" or "contract documents".
5. INTERPRETATION OF PHRASES
Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or
words of like import are used, it shall be understood that the direction, requirement, permission, order, designation
or prescription of the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable,"
"Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the Owner's
Representative.
SUBCONTRACTOR
The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for
performance of work on the project contemplated by these contract documents. Owner shall have no
responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated
by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due
Subcontractor.
7. WRITTEN NOTICE
Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of
the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last
business address known to the party who gives the notice.
8. CONTRACTOR'S RESPONSIBILITIES
Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery,
equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other
facilities necessary for the execution and completion of the work covered by the contract documents. Unless
I_
otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality.
The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or
work described in words which so applied have well known, technical or trade meaning shall be held to refer such
recognized standards.
All work shall be done and all materials furnished in strict conformity with the contract documents.
9. SUBSTANTIALLY COMPLETED
The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents
has been made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still
may require minor miscellaneous work and adjustment.
10. LAYOUT
Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall
accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will
check the Contractor's layout of all major structures and any other layout work done by the Contractor at
Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all
work in accordance with the Plans and Specifications.
11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished copies of all Plans and Specifications without expense to Contractor and
Contractor shall keep one copy of same consistently accessible on the job site.
12. RIGHT OF ENTRY
The Owner's Representative may make periodic visits to the site to observe the progress or quality of the
executed work and to determine, in general, if the work is proceeding in accordance with the contract documents
Owner's Representative will not be required to make exhaustive or continuous onsite inspections to check the
quality or quantity of the work, nor will Owner's Representative be responsible for the construction means,
methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the
Owner's Representative's rights of entry hereunder, the Owner's Representative will not be responsible for the
Contractor's failure to perform the work in accordance with the Contract Documents.
13. LINES AND GRADES
All lines and grades shall be furnished by the Owner's Representative whenever Owner's Representative deems
said lines and grades are necessary for the commencement of the work contemplated by these contract
documents or the completion of the work contemplated by these contract documents. Whenever necessary,
Contractor shall suspend its work in order to permit Owner's Representative to comply with this requirement, but
such suspension will be as brief as practical and Contractor shall be allowed no extra compensation therefore.
The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades
will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless
destruction or removal by Contractor, its Subcontractors, or its employees, such stakes, marks, etc., shall be
replaced by the Owner's Representative at Contractor's expense.
14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY
Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's
Representative has the authority to review all work included herein. The Owner's Representative has the authority
to stop the work whenever such stoppage may be necessary to ensure the proper execution of the contract. The
Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work
which are to be paid for under the contract documents, and shall determine all questions in relation to said work
and the construction thereof, and shall, in all cases, decide every question which may arise relative to the
execution of this contract on the part of said Contractor. The decision of the Owner's Representative shall be
conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15)
calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection
by Contractor, as provided herein, any and all objection or objections shall be deemed waived.
r 15. SUPERINTENDENCE AND INSPECTION
I
It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from
time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may
deem proper to inspect the materials furnished and the work done under this Agreement, and to see that said
material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall
furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the
proper inspection and examination of the work. The Contractor shall regard and obey the directions and
i instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and
instructions are consistent with the obligations of this Agreement and accompanying plans and specifications
provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or
inspector, the Contractor may within fifteen (15) calendar days make written appeal to the Owner's
Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any
and all objection or objections shall be deemed waived.
16. CONTRACTOR'S DUTY AND SUPERINTENDENCE
The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall
keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory
to Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions
given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that adequate
supervision by competent and reasonable representatives of the Contractor is essential to the proper performance
of the work and lack of such supervision shall be grounds for suspending operations of the Contractor.
The work, from its commencement to completion, shall be under the exclusive charge and control of the
Contractor and all risk in connection therewith shall be borne by the Contractor.
The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any
subcontractors, or any of Contractor's agents or employees, or any other persons performing any of the work.
L 17. CONTRACTOR'S UNDERSTANDING
It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and
location of the work, the confirmation of the ground, the character, quality and quantity of materials to be
encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the
work, and the general and local conditions, and all other matters which in any way affect the work under the
contract documents. No oral agreement or conversation with any officer, agent, or employee of the Owner, or
Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms
or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all
modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's
Representative and Contractor.
Unless otherwise specified herein, all loss, expense or damage to Contractor arising out of the nature of the work
to be done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the
work, shall be sustained and borne by the Contractor at its own cost and expense.
18. CHARACTER OF WORKERS
The Contractor agrees to employ only orderly and competent workers, skillful in the performance in the type of
work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall
(_ inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinion,
incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, such man or
men shall be discharged from the work and shall not again be employed on the work without the Owner's
Representative's written consent.
19
20
21.
CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and
completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is
also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of
any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted.
The building of structures for the housing of men or equipment will be permitted only at such places as the
Owner's Representative shall consent or direct, and the sanitary conditions of the grounds in or about such
structure shall at all times be maintained in a manner satisfactory to the Owner's Representative.
SANITATION
Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public
observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be
approved by the Owner's Representative and their use shall be strictly enforced.
OBSERVATION AND TESTING
The Owner or Owner's Representative shall have the right at all times to observe and test the work. Contractor
shall make necessary arrangements and provide proper facilities and access for such observation and testing at
any location wherever such work is in preparation or progress. Contractor shall ascertain the scope of any
observation that may be contemplated by Owner or Owner's Representative and shall give ample notice as to the
time each part of the work will be ready for such observation. Owner or Owner's Representative may reject any
such work found to be defective or not in accordance with the contract documents, regardless of the stage of its
completion or the time or place of discovery of such errors and regardless of whether Owner's Representative has
previously accepted the work through oversight or otherwise. If any such work should be covered without approval
or consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination
at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location
where it is not convenient for Owner or Owner's Representative to make observations of such work or require
testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish
Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to
perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests
will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other
applicable organization as may be required by law or the contract documents.
If any such work which is required to be inspected, tested, or approved is covered up without written approval or
consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative,
be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and
approvals shall be borne by the Contractor unless otherwise provided herein. Any work which fails to meet the
requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such
tests or approvals but does not meet the requirements of the contract documents shall be considered defective,
and shall be corrected at the Contractor's expense.
Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by
Owner, Owner's Representative, or other persons authorized under the contract documents to make such
inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance
with the requirements of the contract documents.
22. DEFECTS AND THEIR REMEDIES
It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in
the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not
in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written
notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy
such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial
action contemplated as hereinabove set forth shall be at Contractor's expense.
23. CHANGES AND ALTERATIONS
The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit,
in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof, either
before or after the beginning of the construction, without affecting the validity of this contract and the
accompanying bond.
If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a
claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of
work, and the increased work can fairly be classified under the specifications, such increase shall be paid
according to the quantity actually done and at the unit price established for such work under this contract;
otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make
such changes or alterations as shall make useless any work already done or material already furnished or used in
said work, then the Owner shall recompense the Contractor for any material or labor so used, and for actual
expenses incurred in preparation for the work as originally planned.
24. EXTRA WORK
The term "extra work" as used in this contract shall be understood to mean and include all work that may be
required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change,
alteration or addition to the work as shown on the plans and specifications or contract documents and not covered
by Contractor's bid, except as provided under Changes and Alterations herein.
It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative
when presented with a written work order signed by the Owner's Representative; subject, however, to the right of
the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the
compensation to be paid to the Contractor for performing said extra work shall be determined by the following
methods:
Method (A) - By agreed unit prices; or
Method (B) - By agreed lump sum; or
Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is commenced,
then the Contractor shall be paid the lesser of the following: (1) actual field cost of the
extra work, plus fifteen (15%) percent; or (2) the amount that would have been charged by
a reasonable and prudent Contractor as a reasonable and necessary cost for
performance of the extra work.
In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph
shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen,
timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for
the time actually employed or used on such extra work, plus actual transportation charges necessarily incurred,
together with all expenses incurred directly on account of such extra work, including Social Security, Old Age
Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all other
insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by
them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost shall be
kept and records of these accounts shall be made available to the Owner's Representative. The Owner's
Representative may also specify in writing, before the work commences, the method of doing the work and the
type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the
Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be
determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership
Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for
the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent
F (15%) of the actual field cost to be paid to Contractor shall cover and compensate Contractor for its profit,
overhead, general superintendence and field office expense, and all other elements of cost and expense not
embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field Office
must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall
be included in the "actual field cost."
No claim for extra work of any kind will be allowed unless ordered in writing by Owner's Representative. In case
any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive
compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra
-
work, make written request to the Owner's Representative for a written order authorizing such extra work. Should
a difference of opinion arise as to what does or does not constitute extra work or as to the payment therefore, and
the Owner's Representative insists upon its performance, the Contractor shall proceed with the work after making
written request for written order and shall keep adequate and accurate account of the actual field cost thereof, as
provided under Method (C)(1). If Contractor does not notify Owner's Representative before the commencement of
any extra work, any claim for payment due to alleged extra work shall be deemed waived.
25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of the contract documents that all work described in the bid, the
specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that
such price shall include all appurtenances necessary to complete the work in accordance with the intent of these
contract documents as interpreted by Owner's Representative. Notices of any discrepancies or omissions in
these plans, specifications, or contract documents, shall be given to the Owners' Representative and a
clarification obtained before the bids are received, and if no such notice is received by the Owner's
Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands
the work to be included and has provided sufficient sums in its bid to complete the work in accordance
with these plans and specifications. If Contractor does not notify Owner's Representative before bidding
of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and
specifications are sufficient and adequate for completion of the project. It is further agreed that any
request for clarification must be submitted no later than five (5) calendar days prior to the opening of
bids.
26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT
If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of
work with the rate of progress required under this contract, the Owner or Owner's Representative may order the
Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall
comply with such order.
If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the
Contractor shall, if so ordered in writing, increase its force or equipment, or both, to such an extent as to give
reasonable assurance of compliance with the schedule of progress.
27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY
The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an
insurance company licensed to transact business in the State of Texas, which policy shall comply with the
Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable
precaution for the safety of employees and others on or near the work and shall comply with all applicable
provisions of federal, state and municipal laws and building and construction codes. All machinery and equipment
and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in
Construction" of Associated General Contractors of America, except where incompatible with federal, state or
municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold
harmless the Owner and all of its officers, agents and employees against any all losses, costs, damages,
expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or
contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection
with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any
manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject
matter of this contract.
The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an
Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given_
by the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses,
~' are intended as reminders to the Contractor of its duty and shall not be construed as any assumption of duty to
supervise safety precautions by either the Contractor or any of its subcontractors.
28. CONTRACTOR'S INSURANCE
The Contractor shall not commence work under this contract until he has obtained all insurance as required in the
General Conditions of the contract documents, from an underwriter authorized to do business in the State of
Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of
- cancellation or any material change will be provided ten (10) calendar days in advance of cancellation or change.
All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and
' its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self-insurance,
rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of
payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in
conformity with the provisions hereof shall establish such waiver.
The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance
protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such
insurance shall be carried with an insurance company authorized to transact business in the State of Texas and
shall cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor,
or separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance
specifying each and all coverages shall be submitted prior to contract execution.
PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM OF A
CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF
LUBBOCK AS AN ADDITIONAL INSURED AND PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF THE
CITY OF LUBBOCK AS REQUIRED BELOW, OR IN THE ALTERNATIVE, SHALL BE ACCOMPANIED BY A
STATEMENT FROM THE CONTRACTOR TO THE EFFECT THAT NO WORK ON THIS PARTICULAR
PROJECT SHALL BE SUBCONTRACTED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS
COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR.
A. General Liability Insurance (Additional Insured and Waiver of Subrogation required)
The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000 Combined
Single Limit in the aggregate and per occurrence to include:
Premises and Operations
[ Explosion & Collapse Hazard
Underground Damage Hazard
Products & Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury
j Advertising Injury
B. Owner's and Contractor's Protective Liability Insurance.
For bodily injuries, including accidental death and or property damage, LO Combined Single Limit. This
policy shall be submitted prior to contract execution.
C. Comprehensive Automobile Liability Insurance (Additional Insured and Waiver of Subrogation Required)
The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than;
Ll Bodily Injury/Property Damage, $500,000 Combined Single Limit,
E.
to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and
Non -owned Vehicles. The City is to be named as an additional insured on this policy for this specific job
and copy of the endorsement doing so is to be attached to the Certificate of Insurance.
Builder's Risk Insurance/Installation Floater Insurance.
The Contractor shall obtain a Builder's Risk policy in the amount of 100% of the total contract price (100%
of potential loss) naming the City of Lubbock as insured.
Umbrella Liability Insurance (Additional Insured and Waiver of Subrogation required)
The Contractor shall have Umbrella Liability Insurance in the amount of 10 on all contracts with coverage
to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages.
F. Worker's Compensation and Employers Liability Insurance (Waiver of Subrogation required)
Worker's Compensation Insurance covering all employees whether employed by the Contractor or any
Subcontractor on the job with Employers Liability of at least $500,000.
4.
Definitions:
Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority
to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-
83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's
or entity's employees providing services on a project, for the duration of the project.
Duration of the project - includes the time from the beginning of the work on the project until the
Contractor's/person's work on the project has been completed and accepted by the governmental
entity.
Persons providing services on the project ("subcontractor" in Section 0406.096, Texas Labor
Code) - includes all persons or entities performing all or part of the services the Contractor has
undertaken to perform on the project, regardless of whether that person contracted directly with
the Contractor and regardless of whether that person has employees. This includes, without
limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner -
operators, employees of any such entity, or employees of any entity which furnishes persons to
provide services on the project. "Services" include, without limitation, providing, hauling, or
delivering equipment or materials, or providing labor, transportation, or other service related to a
project. "Services" does not include activities unrelated to the project, such as food/beverage
vendors, office supply deliveries, and delivery of portable toilets.
The Contractor shall provide coverage, based on proper reporting of classification codes and r
payroll amounts and filing of any coverage agreements, which meets the statutory requirements of
Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on
the project, for the duration of the project.
f
The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract.
If the coverage period shown on the Contractor's current certificate of coverage ends during the
duration of the project, the Contractor must, prior to the end of the coverage period, file a new
certificate of coverage with the governmental entity showing that coverage has been extended.
The Contractor shall obtain from each person providing services on the project, and provide to the
governmental entity:
8
a
(a) a certificate of coverage, prior to that person beginning work on the project, so the
-' governmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(b) no later than seven days after receipt by the Contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project.
6 The Contractor shall retain all required certificates of coverage for the duration of the project and
for one year thereafter.
7. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery,
within 10 days after the Contractor knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project.
8. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by
the Texas Workers' Compensation Commission, informing all persons providing services on the
project that they are required to be covered, and stating how a person may verify coverage and
report lack of coverage.
The Contractor shall contractually require each person with whom it contracts to provide services
on the project, to:
(a) provide coverage, based on proper reporting of classification codes and payroll amounts
and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code, Section 401.011(44) for all of its employees providing services on the
project, for the duration of the project;
(b) provide to the Contractor, prior to that person beginning work on the project, a certificate
of coverage showing that coverage is being provided for all employees of the person
providing services on the project, for the duration of the project;
(c) provide the Contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
(d) obtain from each other person with whom it contracts, and provide to the Contractor:
(1) a certificate of coverage, prior to the other person beginning work on the project;
and
(2) a new certificate of coverage showing extension of coverage, prior to the end of
the coverage period, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(e) retain all required certificates of coverage on file for the duration of the project and for one
year thereafter;
(f) notify the governmental entity in writing by certified mail or personal delivery, within 10
days after the person knew or should have known, of any change that materially affects
the provision of coverage of any person providing services on the project; and
(g) contractually require each person with whom it contracts to perform as required by
paragraphs (a) - (g), with the certificates of coverage to be provided to the person for
whom they are providing services.
10. By signing this contract or providing or causing to be provided a certificate of coverage, the
Contractor is representing to the governmental entity that all employees of the Contractor who will
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provide services on the project will be covered by worker's compensation coverage for the
duration of the project, that the coverage will be based on proper reporting of classification codes
and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance
carrier or, in the case of a self -insured, with the commission's Division of Self -Insurance
Regulation. Providing false or misleading information may subject the Contractor to
administrative penalties, criminal penalties, civil penalties, or other civil actions.
11. The Contractor's failure to comply with any of these provisions is a breach of contract by the
Contractor which entitles the governmental entity to declare the contract void if the Contractor
does not remedy the breach within ten days after receipt of notice of breach from the
governmental entity.
Proof of Coverage
Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner
for approval five Certificates of Insurance covering each insurance policy carried and offered as evidence
of compliance with the above insurance requirements, signed by an authorized representative of the
insurance company setting forth: y
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in force thereunder on the date borne by
such certificate.
(4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne by
such certificate.
(5) A provision that the policy may be canceled only by mailing written notice to the named insured at
the address shown in the bid specifications.
(6) A provision that written notice shall be given to the City ten days prior to any change in or
cancellation of the policies shown on the certificate.
(7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the job
specifications. No substitute of nor amendment thereto will be acceptable.
(8) If policy limits are paid, new policy must be secured for new coverage to complete project.
(9) A Contractor shall:
(a) provide coverage for its employees providing services on a project, for the duration of the
project based on proper reporting of classification codes and payroll amounts and filling of
any coverage agreements;
(b) provide a certificate of coverage showing workers' compensation coverage to the
governmental entity prior to beginning work on the project;
(c) provide the governmental entity, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
Contractor's current certificate of coverage ends during the duration of the project;
(d) obtain from each person providing services on a project, and provide to the governmental
entity:
(i) a certificate of coverage, prior to that person beginning work on the project, so
the governmental entity will have on file certificates of coverage showing
coverage for all persons providing services on the project; and
(ii) no later than seven days after receipt by the Contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
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(e) retain all required certificates of coverage on file for the duration of the project and for one
year thereafter;
(f) notify the governmental entity in writing by certified mail or personal delivery, within 10
days after the Contractor knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project;
(g) post a notice on each project site informing all persons providing services on the project
that they are required to be covered, and stating how a person may verify current
coverage and report failure to provide coverage. This notice does not satisfy other
posting requirements imposed by the Texas Worker's Compensation Act or other
commission rules. This notice must be printed with a title in at least 30 point bold type
and text in at least 19 point normal type, and shall be in both English and Spanish and any
other language common to the worker population. The text for the notices shall be the
following text provided by the commission on the sample notice, without any additional
words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services
related to this construction project must be covered by workers' compensation
insurance. This includes persons providing, hauling, or delivering equipment or
materials, or providing labor or transportation or other service related to the
project, regardless of the identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at 512(440-3789 to receive
information of the legal requirements for coverage, to verify whether your
employer has provided the required coverage, or to report an employer's failure to
provide coverage;" and
(h) contractually require each person with whom it contracts to provide services on a project,
to:
(i) provide coverage based on proper reporting of classification codes and payroll
amounts and filing of any coverage agreements for all of its employees providing
services on the project, for the duration of the project;
(ii) provide a certificate of coverage to the Contractor prior to that person beginning
work on the project;
(iii) include in all contracts to provide services on the project the following language:
"By signing this contract or providing or causing to be
provided a certificate of coverage, the person signing this
contract is representing to the governmental entity that all
employees of the person signing this contract who will
provide services on the project will be covered by workers'
compensation coverage for the duration of the project, that
the coverage will be based on proper reprinting of
classification codes and payroll amounts, and that all
coverage agreements will be filed with the appropriate
insurance carrier or, in the case of a self -insured, with the
commission's Division of Self -Insurance Regulation.
Providing false or misleading information may subject the
Contractor to administrative penalties, criminal penalties,
civil penalties, or other civil actions.";
`-` (iv) provide the Contractor, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
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(v) obtain from each other person with whom it contracts, and provide to the
Contractor:
(1) a certificate of coverage, prior to the other person beginning work on the
project; and
(2) prior to the end of the coverage period, a new certificate of coverage
showing extension of the coverage period, if the coverage period shown
on the current certificate of coverage ends during the duration of the
project;
(vi) retain all required certificates of coverage on file for the duration of the project (_
and for one year thereafter;
(vii) notify the governmental entity in writing by certified mail or personal delivery,
within 10 days after the person knew or should have known, of any change that
materially affects the provision of coverage of any person providing services on
the project; and
(viii) contractually require each other person with whom it contracts, to perform as
required by paragraphs (i)-(viii), with the certificate of coverage to be provided to
the person for whom they are providing services.
29. DISABLED EMPLOYEES
Contractors having more than fifteen (15) employees agree to comply with the Americans with Disabilities Act of
1990, and agree not to discriminate against a qualified individual with a disability because of the disability of such
individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee
compensation, job training, and other terms, conditions, and privileges of employment.
30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND FURNISHERS
OF MACHINERY EQUIPMENT AND SUPPLIES
Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the
Contractor agrees that it will indemnify and save the Owner and all of its officers, agents and employees, harmless
against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in anyway,
manner or form, the demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of
machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract
and the project which is the subject matter of this contract. When Owner so desires, the Contractor shall furnish
satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or
waived.
31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION
The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material
or process covered by letters patent or copyright by suitable legal agreement with the Patentee or owner thereof.
Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the
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Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and
save the Owner, and all of its officers, agents and employees harmless from any loss on account thereof, except
that Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular
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design, device, material or process or the product of a particular manufacturer or manufacturers is specified or
required in these contract documents by Owner; provided, however, if choice of alternate design, device, material
or process is allowed to the Contractor, then Contractor shall indemnify and save Owner, and all of its officers,
agents and employees harmless from any loss on account thereof. Notwithstanding anything herein to the
contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the--#
Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's
Representative prior to bidding.
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32. LAWS AND ORDINANCES
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The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and
regulations, which in any manner affect the contract or the work, and without limiting, in any way, manner or form,
the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall indemnify and save harmless the
Owner, and all of its officers, agents, and employees against any claims arising from the violation of any such
laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors. If the Contractor
observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in
writing prior to bidding and any necessary changes shall be adjusted as provided in the contract for changes in the
work. In the absence of timely written notification to Owner's Representative of such variance or variances within
said time, any objection and/or assertion that the plans and specifications are at variance with any federal, state or
local laws, ordinances or regulations shall be deemed waived. If the Contractor, its employees or subcontractors
perform any work contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's
Representative, Contractor shall bear all costs arising therefrom.
The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as
the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may
enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as
though embodied herein.
33. SUBCONTRACTING
The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this
contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required
in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as
provided by the contract documents.
34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES
It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of
beginning and time for completion as specified in the contract documents, of work to be done hereunder are
essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in
this contract shall be commenced as provided in the contract documents.
If the Contractor should neglect, fail, or refuse to substantially complete the work within the time herein specified,
then the Contractor does hereby agree as part of the consideration for the awarding of this contract, the Owner
may withhold permanently from Contractor's total compensation, the sum of $250 (TWO HUNDRED FIFTY) PER
DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each and
every working day that the Contractor shall be in default after the time stipulated for substantially completing the
work.
It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial
completion of the work described herein is reasonable time for the completion of the same, taking into
consideration the average climatic range and conditions and usual industrial conditions prevailing in this locality.
The amount is fixed and agreed upon by and between the Contractor and the Owner because the actual damages
the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount
agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and
is expressly agreed to be not disproportionate to actual damages as measured at time of breach.
IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS
OF THE ESSENCE OF THIS CONTRACT.
35. TIME AND ORDER OF COMPLETION
It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall
be allowed to prosecute its work at such time and sessions, in such order of precedence, and in such manner as
shall be most conductive to economy of construction; provided, however, that the order and time of prosecution
shall be such that the work shall be substantially completed as a whole and in part, in accordance with this
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contract, the plans and specifications, and within the time of completion designated in the bid; provided, also, that
when the Owner is having other work done, either by contract or by its own force, the Owner's Representative may
direct the time and manner of constructing work done under this contract so that conflicts will be avoided and the I
construction of the various works being done for the Owner shall be harmonized.
The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative,
schedules which shall show the order in which the Contractor intends to carry on the work, with dates at which the f:
Contractor will start the several parts of the work and estimated dates of completion of the several parts.
36. TIME OF PERFORMANCE
The Contractor agrees that it has submitted its bid in full recognition of the time required for the completion of this
project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and
has considered the liquidated damage provisions of paragraph 34 hereinabove set forth and expressly agrees that
it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been
delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors
employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public
enemy, fire or flood. Any request for extension shall be in writing with the written request for same setting forth all
justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days
of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the
extension no later than twenty (20) calendar days of written submission by Contractor shall be deemed a denial,
and final. Further, in the absence of timely written notification of such delay and request for extension, as provided
herein, any request for extension by Contractor shall be deemed waived.
37. HINDRANCE AND DELAYS
In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein
fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such
work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in
securing material or workmen, or any other cause or occurrence. No charge shall be made by the Contractor for
hindrance or delays from any cause during the progress of any part of the work embraced in this contract except
where the work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in
which event, such expense as in the sole judgment of the Owner's Representative that is caused by such
stoppage shall be paid by Owner to Contractor.
38. QUANTITIES AND MEASUREMENTS
No extra or customary measurements of any kind will be allowed, but the actual measured or computed length,
area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the
event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the
specifications, plans and other contract documents are intended to show clearly all work to be done and material
to be furnished hereunder. Where the estimated quantities are shown, and only when same are expressly stated
to be estimates, for the various classes of work to be done and material to be furnished under this contract, they
are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing
their bids offered for the work. In the event the amount of work to be done and materials to be furnished are
expressly stated to be estimated, and only when same are expressly stated to be estimated, it is understood and
agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ
somewhat from these estimates, and that where the basis for payment under this contract is the unit price method,
payment shall be for the actual amount of work done and materials furnished on the project.
39. PROTECTION OF ADJOINING PROPERTY
The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way
encountered, which may be injured or seriously affected by any process of construction to be undertaken under
this agreement, from any damage or injury by reason of said process of construction; and Contractor shall be
liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without
limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the
Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and employees,
14 .
against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising
' from or growing out of the performance of this contract.
40. PRICE FOR WORK
In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by
the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the
specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the
bid proposal attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to
receive such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all
expenses incurred by Contractor and for well and truly performing the same and the whole thereof in the manner
and according to this agreement, the attached specifications, plans, contract documents and requirements of
Owner's Representative.
41, PAYMENTS
No payments made or certificates given shall be considered as conclusive evidence of the performance of the
contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective
work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's
Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection
with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there
are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by
Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner, Owner's
agents and employees, which have not theretofore been timely filed as provided in this contract.
42. PARTIAL PAYMENTS
On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application
for partial payment or, if the Contractor does not submit such application, the Owner's Representative shall
determine the amount to be partially paid. Owner's Representative shall review said application for partial
payment if submitted, and the progress of the work made by the Contractor and if found to be in order, shall
prepare a certificate for partial payment showing as completely as practical the total value of the work done by the
Contractor up to and including the last day of the preceding month. The determination of the partial payment by
the Owner's Representative shall be in accordance with Paragraph 14 hereof.
The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the
Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be
retained until final payment, and further, less all previous payments and all further sums that may be retained by
Owner under the terms of the contract documents.
Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to
enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work
performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said
partial payment is attributable.
43. SUBSTANTIAL COMPLETION
Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31)
working days after the Contractor has given the Owner's Representative written notice that the work has been
substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time,
if the work be found to be substantially completed in accordance with the contract documents, the Owner's
Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding
the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete
the work within the time provided in this contract.
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44. FINAL COMPLETION AND PAYMENT
The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final
completion, the Owner's Representative shall proceed to make final measurement to determine whether final
completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's
Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion,
Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final
completion, the balance due Contractor under the terms of this agreement. Neither the certification of final
completion nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the
obligation for fulfillment of any warranty which may be required in the contract documents and/or any warranty or
warranties implied by law or otherwise.
45, CORRECTION OF WORK
Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative
on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and
Contractor shall at its own expense promptly replace such condemned materials with other materials conforming
to the requirements of the contract documents. Contractor shall also bear the expense of restoring all work of
other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any
such condemned work within a reasonable time after a written notice by the Owner or the Owner's Representative,
Owner may remove and replace it at Contractor's expense.
Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the
contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and
Contractor shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which
shall appear within a period of one (1) year from the date of certification of final completion by Owner's
Representative.
46. PAYMENT WITHHELD
The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify
the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of:
(a) Defective work not remedied and/or work not performed.
(b) Claims filed or reasonable evidence indicating possible filing of claims.
(c) Damage to another contractor.
When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, in the
amount withheld, payment shall be made for amounts withheld because of them.
47. CLAIM OR DISPUTE
It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor
shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's
Representative has given any direction, order or instruction to which the Contractor desires to take exception.
Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner
shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right
under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by
Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative,
said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial by the
Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the
acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor, and
constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and Owner's
Representative, by Contractor.
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48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR
In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after
written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the
written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety
on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be
delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no
further notice of such non-compliance to Contractor shall be required.
After receiving said notice of abandonment or non-compliance , the Contractor shall not remove from the work any
machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and
equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the
Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any rental or
credit therefore (except when used in connection with Extra Work, where credit shall be allowed as provided for
under paragraph 24 of this contract); it being understood that the use of such equipment and materials will
ultimately reduce the cost to complete the work and be reflected in the final settlement.
In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice
hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with
diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract
documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or
otherwise, including, but not limited to, providing for completion of the work in either of the following elective
j manners:
(a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and
supplies as said Owner may deem necessary to complete the work and charge the expense of such labor,
machinery, equipment, tools, materials and supplies to said Contractor, and the expense so charged shall
be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time
become due to the Contractor under and by virtue of this Agreement. In case such expense is less than
the sum which would have been payable under this contract, if the same had been completed by the
Contractor, then said Contractor shall receive the difference. In case such expense is greater than the
sum which would have been payable under this contract, if the same had been completed by said
Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the Owner; or
(b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper
having a general circulation in the County of location of the work, may let the contract for the completion of
the work under substantially the same terms and conditions which are provided in this contract. In case of
any increase in cost to the Owner under the new contract as compared to what would have been the cost
under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain
bound therefore. Should the cost to complete any such new contract prove to be less than that which
would have been the cost to complete the work under this contract, the Contractor or his Surety shall be
credited therewith.
In the event the Owner's Representative elects to complete the work, as described above, when the work shall
have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as
provided in paragraph 44 hereinabove set forth, shall be issued. A complete itemized statement of the contract
accounts, certified to by Owner's Representative as being correct shall then be prepared and delivered to
Contractor and his Surety, if applicable, whereon the Contractor or his Surety, or the Owner as the case may be,
shall pay the balance due as reflected by said statement within 30 days after the date of certification of completion.
l_.. In the event the statement of accounts shows that the cost to complete the work is less than that which would
have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract,
or when the Contractor and/or his Surety, if applicable, shall pay the balance shown to be due by them to the
Owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over
to the Contractor and/or his Surety, if applicable. Should the cost to complete the work exceed the contract price,
and the Contractor and/or his Surety, if applicable, fail to pay the amount due the Owner within the time designated
hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work,
notice thereof, together with an itemized list of such equipment and materials shall be mailed to the Contractor and
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50.
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53.
his Surety, if applicable, at the respective addresses designated in this contract; provided, however, that actual
written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such
property shall be held at the risk of the Contractor and his Surety, if applicable, subject only to the duty of the
Owner to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said
notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived
from such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at either public
or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery,
equipment, tools, materials, or supplies that remain on the jobsite and belong to persons other than the Contractor
or his Surety, if applicable, to their proper owners.
The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted
by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this
paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its
exercise of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies
available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in
paragraph 34, hereinabove set forth.
LIMITATION ON CONTRACTOR'S REMEDY
The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually
performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be
liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the
project which is the subject matter of this contract.
BONDS
The Contractor is required to furnish a performance bond in accordance with Chapter 2253, Government Code, in
the amount of 100% of the total contract price in the event that said contract price exceeds $100,000 and the
Contractor is required to furnish a payment bond in accordance with Chapter 2253, Government Code, in the
amount of 100% of the total contract price in the event that said contract price exceeds $25,000. All bonds shall
be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to do
business in the State of Texas. It is further agreed that this contract shall not be in effect until such bonds are so
furnished.
SPECIAL CONDITIONS
In the event special conditions are contained herein as part of the contract documents and said special conditions
conflict with any of the general conditions contained in this contract, then in such event the special conditions shall
control.
LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES .1
Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the nature of the tJ
work to be done, or from the action of the elements, or from any unforeseen circumstance or from unusual
obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the
prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense.
INDEPENDENT CONTRACTOR
Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to
direct, supervise, and control its own employees and to determine the method of the performance of the work
-
covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's i
work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and i
vested in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or
effect the status of the Contractor as an independent contractor with respect to either the Owner or Owner's
Representative or to the Contractor's own employees or to any other person, firm, or corporation.
18
S
54. CLEANING UP
The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at
the completion of the work Contractor shall remove all such debris and also its tools, scaffolding, and surplus
materials and shall leave the work room clean or its equivalent. The work shall be left in good order and condition.
[ In case of dispute Owner may remove the debris and charge the cost to the Contractor.
9 55. HAZARDOUS SUBSTANCES AND ASBESTOS
Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response,
Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same
may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in
any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the
Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the
City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a
Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in
the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project
or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts
and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least
twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and
provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If
the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5)
days of the receipt of said request, said request shall be deemed to be denied.
In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for
ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper
performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage,
disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or
asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective
gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum
products or byproducts and/or asbestos.
L
I , 19
I
I
CURRENT WAGE DETERMINATIONS
0
I
RE: RESOLUTION NO.2002-R0483, NOVEMBER 14, 2002
Craft
Acoustical Ceiling Installer
Air Conditioner Installer
Air Conditioner Installer -Helper
Asbestos Worker
Asbestos Supervisor
Bricklayer
Bricklayer -Helper
Carpenter
Carpenter -Helper
Cement Finisher
Drywall Hanger
Electrician
Electrician -Helper
Equipment Operator -Heavy
Equipment Operator -Light
Fire Sprinkler Fitter -Journey
Fire Sprinkler Fitter -Apprentice
Floor Installer
Glazier
Insulator-Piping/Boiler
Insulator -Helper
Iron Worker
Laborer -General
j Mortar Mixer
Painter
Plumber
Plumber -Helper
Roofer
Roofer-Helper
Sheet Metal Worker
Sheet Metal Worker -Helper
Welder -Certified
EXHIBIT A
City of Lubbock
Building Construction Trades
Prevailing Rates
Hourly Rate
11.50
12.00
7.50
9.00
12.50
12.50
7.00
11.00
7.00
9.00
11.00
15.00
8.00
10.00
9.00
18.00
10.00
9.50
10.50
10.50
7.00
11.00
6.00
6.00
9.50
12.50
7.00
9.00 //
7.00
10.00
7.00
11.00
EXHIBIT B
Paving and Highway Construction
Prevailing Wage Rates
Craft Hourly Rate
Asphalt Heaterman
9.00
Asphalt Shoveler
7.50
Concrete Finisher
9.00
Concrete Finisher -Helper
7.50
Electrical Repairer -Equipment
12.50
Flagger
6.50
Form Setter
8.00
Form Setter -Helper
6.50
Laborer -General
6.00
Laborer -Utility
6.75
Mechanic
9.00
Mechanic -Helper
7.00
Power Equipment Operators
Asphalt Paving Machine
9.00
Bulldozer
9.00
Concrete Paving Machine
9.00
Front End Loader
9.00
Heavy Equipment Operator
9.00
Light Equipment Operator
8.00
Motor Grader Operator
10.25
Roller
7.00
Scraper
7.50
Tractor -Trailer
8.50
Truck Driver -Heavy
8.00
Truck Driver -Light
7.00
N
EXHIBIT C
Prevailing Wage Rates
Overtime Rate
The rate for overtime (in excess of forty hours per week) shall be as required by the Fair Labor Standards Act.
EXHIBIT D
Prevailing Wage Rates
Legal Holiday Rate
r-- The rate for legal holidays shall be as required by the Fair Labor Standards Act.
L
I
3
REROOF OF BUILDING C AT MUNICIPAL HILL
CITY OF LUBBOCK
LANDRESS ARCHITECTURE
LUBBOCK, TEXAS
ii
i ii
\
TECHNICAL SPECIFICATIONS
- '
TABLE OF CONTENTS:
U
DIVISION
TITLE
PAGE
DIVISION 1
- GENERAL REQUIREMENTS
01010
- Summary of Work------------------------------------------------------------ ----1
01019
- Contract Considerations --------------------------------------------------------- 1 thru 2
01039
- Coordination and Meetings-----------------------------------------------------1 thru 3
01300
- Submittals---------------------------------------------------------------------------1 thru 5
01400
- Quality Control---------------------------------------------------------------------1 thru 3
01500
- Construction Facilities and Temporary Controls --------------------------- 1 thru 3
01600
- Material and Equipment ---------------------------------------------------------- 1 thru 2
01700
- Contract Close-out----------------------------------------------------------------1 thru 3
DIVISION 2
- SITEWORK
- NOT USED
DIVISION 3
-CONCRETE
- NOT USED
DIVISION 4
- MASONRY
- NOT USED
DIVISION 5
- METALS
- NOT USED
DIVISION 6
WOOD AND PLASTICS
6114
Wood Blocking and Curbing ----------------------------------------------------
1 thru 3
DIVISION 7
- THERMAL AND MOISTURE PROTECTION
07550
- Modified Bitumen Roofing System----------------------------------------------1
thru 21
07591
- Membrane Re -roofing Preparation --------------------------------------------
1 thru 4
07620
- Sheet Metal Flashing and Trim------------------------------------------------1
thru 7
07631
- Gutters and Downspouts--------------------------------------------------------1
thru 3
07900
- Joint Sealers ------------------------------------------------------------------------
1 thru 4
DIVISION 8
- DOORS AND WINDOWS
- NOT USED
DATechnical Specs\0303Reroof Municipal\SPECINDX.0303.doc
DIVISION 9
- FINISHES
09900
- Painting and Finishing ------------------------------------------------------------ 1 thru 5
DIVISION 10
- SPECIALTIES
- NOT USED
DIVISION 11
- EQUIPMENT
- NOT USED
DIVISION 12
- FURNISHINGS AND SEATING
- NOT USED
DIVISION 13
- SPECIAL CONSTRUCTION
- NOT USED
DIVISION 14
- CONVEYING SYSTEMS
- NOT USED
DIVISION 15
- MECHANICAL
15015
- Temporary Relocation Of Rooftop Equipment
(For Roofing Operations)--------------------------------------------------------1 thru 3
DIVISION 16
- ELECTRICAL
- NOT USED
DATechnical Specs\0303Reroof Municipal\SPECINDX.0303.doc
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
SECTION 01010
SUMMARY OF WORK
PART 1 GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
contract general provisions, including general and supplementary conditions, and other documents or
contract modifications incorporated into and made part of the contract by inclusion or reference, apply to
this section.
1.1 SECTION INCLUDES
A. Contractor use of site and premises
B. Owner occupancy
1.2 CONTRACT DESIGN
A. Contract Description: Without force and effect; the work consists of re -roofing of the existing building
roof including associated metal flashing and trim. Work also includes associated mechanical and
electrical work necessitated by re -roofing operations.
1.3 CONTRACTOR USE OF SITE AND PREMISES
A. Access to Site
B. Emergency Building Exits During Construction
C. Construction Operations
D. Utility Outages and Shutdown: Notify the Owner 48 hours in advance of any required outages.
1.4 OWNER OCCUPANCY
A. The Owner will occupy the site during the entire period of construction for the conduct of normal
summer operations.
B. Cooperate with Owner to minimize conflict, and to facilitate Owner's operations.
C. Schedule the Work to accommodate this requirement.
1.5 ACCESSIBILITY
A. This project is subject to and the contractor shall comply with the provisions of the Texas
Accessibility Standards.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
SUMMARY OF WORK
Section 01010 Page 1
D:\Technical Specs\0303Reroaf Municipal\01010M.doc
�_v
J REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
SECTION 01019
CONTRACT CONSIDERATIONS
PART 1 GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
contract general provisions, including general and supplementary conditions, and other documents or
contract modifications incorporated into and made part of the contract by inclusion or reference, apply to
this section.
1.1 SECTION INCLUDES
A.
Schedule of values
B.
Application for payment
C.
Change procedures
D.
Defect Assessment
E.
Alternates
1.2 RELATED SECTIONS
A. Section 01400 —Quality Control
B. Section 01600 -Material and Equipment: Product substitutions and options.
1.3 SCHEDULE OF VALUES
A. Submit a printed schedule on AIA Form G703 - Application and Certificate for Payment
Continuation Sheet. Contractor's standard form or electronic media printout will not be considered.
B. Submit Schedule of Values with list of subcontractors in duplicate within 7 days after date of receipt
of Notice to Proceed.
C. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number
and title of the major specification Section. Identify site mobilization, bonds and insurance.
D. Include in each line item, the amount of Allowances specified in this section.
E. Include separately, a direct proportional amount of Contractor's overhead and profit.
F. Revise schedule to list approved Change Orders, with each Application For Payment.
14 APPLICATIONS FOR PAYMENT
A. Submit three copies of each application on AIA Form G702 - Application and Certificate for
Payment and AIA G703 - Continuation Sheet.
B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment.
C. Payment Period: Monthly
D. Include forms required by Owner.
1.5 CHANGE PROCEDURES
A. The Architect will advise of minor changes in the Work not involving an adjustment to Contract
Sum/Price or Contract Time as authorized by AIA A201, 1987 Edition, Paragraph 7.4 by issuing
supplemental instructions on AIA Form G710.
4 B. The Architect may issue a Proposal Request Notice of Change that includes a detailed description
t_s of a proposed change with supplementary or revised Drawings and specifications, a change in
Contract Time for executing the change with a stipulation of any overtime work required and the
- CONTRACT CONSIDERATIONS
Section 01019 Page 1
r=
REROOF OF BUILDING C AT MUNICIPAL HILL
CITY OF LUBBOCK
0303
period of time during which the requested price will be considered valid. Contractor will prepare
and submit an estimate within 7 days.
C. The Contractor may propose changes by submitting a request for change to the Architect,
describing the proposed change and its full effect on the Work. Include a statement describing the
reason for the change, and the effect on the Contract Sum/Price and Contract Time with full
documentation and a statement describing the effect on Work by separate or other contractors.
Document any requested substitutions in accordance with Section 01600.
D. Stipulated Sum/Price Change Order: Based on Proposal Request and Contractor's fixed price
quotation or Contractor's request for a Change Order as approved by Architect.
E. Construction Change Directive: Architect may issue a directive, on AIA Form G713 Construction
Change Directive signed by the Owner, instructing the Contractor to proceed with a change in the
Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work,
and designate method of determining any change in Contract Sum/Price or Contract Time.
Promptly execute the change.
F. Maintain detailed records of work done on Time and Material basis. Provide full information
required for evaluation of proposed changes, and to substantiate costs for changes in the Work.
G. Change Order Forms: AIA G701 Change Order.
H. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as
provided in the Conditions of the Contract.
1.6 DEFECT ASSESSMENT
A. Replace the Work, or portions of the Work, not conforming to specified requirements.
B. If, in the opinion of the Architect, it is not practical to remove and replace the Work, the
Architect will direct an appropriate remedy or adjust payment.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION -NOT USED
END OF SECTION
CONTRACT CONSIDERATIONS
Section 01019 Page 2 1
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
SECTION 01039
COORDINATION AND MEETINGS
PART1 GENERAL:
The contract agreement, the contract drawings, the contract specifications, contract general provisions,
including general and supplementary conditions, and other documents or contract modifications
incorporated into and made part of the contract by inclusion or reference, apply to this section.
1.1 SECTION INCLUDES
A.
Coordination.
B.
Pre -construction meeting.
C.
Site mobilization meeting.
D.
Progress meetings.
E.
Pre -installation meetings.
F.
Examination.
G.
Preparation.
H.
Cutting and Patching.
1.2 COORDINATION
A. Coordinate scheduling, submittals, and Work of the various sections of the Project Manual to ensure efficient
and orderly sequence of installation of interdependent construction elements, with provisions for
accommodating items installed later.
B. Verify utility requirements and characteristics of operating equipment are compatible with building utilities.
Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and
placing in service, such equipment.
C. Coordinate space requirements, supports, and installation of mechanical and electrical Work which are
indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as
practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for
other installations, for maintenance, and for repairs.
D. In finished areas, except as otherwise indicated, conceal pipes, ducts, and wiring within the construction.
Coordinate locations of fixtures and outlets with finish elements.
E. Coordinate completion and clean-up of Work of separate sections in preparation for Substantial Completion.
F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not
in accordance with Contract Documents, to minimize disruption of activities.
1.3 PRE -CONSTRUCTION MEETING
A. Owner will schedule a meeting after Notice of Award.
B. Attendance Required: Owner, Architect/Engineer, and Contractor.
C. Agenda:
1. Submission of executed bonds and insurance certificates.
2. Distribution of Contract Documents.
3. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule.
4. Designation of personnel representing the parties in Contract, and the Architect/Engineer.
COORDINATION AND MIFFTINGS
Section 01039 Pagel
�_J
REROOF OF BUILDING C AT MUNICIPAL HILL
CITY OF LUBBOCK
0303
5. Procedures and processing of field decisions, submittals, substitutions, applications for payments,
proposal request, Change Orders, and Contract closeout procedures.
6. Scheduling.
D. Record minutes and distribute copies within two days after meeting to participants, with two copies to
participants, and those affected by decisions made.
1.4 SITE MOBILIZATION MEETING
A. Site mobilization may immediately follow pre -construction meeting.
A. Owner will schedule a meeting at the Project site prior to Contractor occupancy.
B. Attendance Required: Owner, Architect/Engineer, Contractor, Contractor's Superintendent, and major
Subcontractors.
C. Agenda:
1. Use of premises by Owner and Contractor.
2. Owner's requirements occupancy.
3. Construction facilities and controls provided by Owner.
4. Temporary utilities provided by Owner.
5. Security and housekeeping procedures.
6. Schedules.
7. Application for payment procedures.
8. Procedures for testing.
9. Procedures for maintaining record documents.
50. Requirements for start-up of equipment.
61. Inspection and acceptance of equipment put into service during construction period.
D. Record minutes and distribute copies within two days after meeting to participants, with two copies to
Architect/Engineer, Owner, participants, and those affected by decisions made.
1.5 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at maximum monthly intervals.
B. Contractor shall make arrangements for meetings, prepare agenda with copies for participants, and preside
at meetings.
C. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, Architect/Engineer,
as appropriate to agenda topics for each meeting.
D. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
3. Field observations, problems, and decisions.
4. Identification of problems which impede planned progress.
5. Review of submittals schedule and status of submittals.
6. Review of off -site fabrication and delivery schedules.
7. Maintenance of progress schedule.
8. Corrective measures to regain projected schedules.
9. Planned progress during succeeding work period.
10. Coordination of projected progress.
11. Maintenance of quality and work standards.
12. Effect of proposed changes on progress schedule and coordination.
13. Other business relating to Work.
E. Record minutes and distribute copies within two days after meeting to participants, with two copies to
Architect/Engineer, Owner, participants, and those affected by decisions made.
f__
COORDINATION AND MEETINGS
Section 01039 Page 2
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
4 PART 2 PRODUCTS — NOT USED
9
PART 3 EXECUTION
3.1 CUTTING AND PATCHING
A. Employ skilled and experienced installer to perform cutting and patching.
"i
B. Submit written request in advance of cutting or altering elements which affect:
1. Structural integrity of element.
2. Integrity of weather -exposed or moisture -resistant elements.
3. Efficiency, maintenance, or safety of element.
4. Visual qualities of sight exposed elements.
5. Work of Owner or separate contractor.
C. Execute cutting, fitting, and patching, including excavation and fill, to complete Work, and to:
1. Fit the several parts together, to integrate with other Work.
2. Uncover Work to install or correct ill-timed Work.
3. Remove and replace defective and non -conforming Work.
4. Remove samples of installed Work for testing.
5. Provide openings in elements of Work for penetrations of mechanical and electrical Work.
D. Execute work by methods to avoid damage to other Work, and which will provide proper surfaces to receive
patching and finishing.
E. Cut masonry and concrete materials using masonry saw or core drill.
F. Restore Work with new Products in accordance with requirements of Contract Documents.
G. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
H. Maintain integrity of wall, ceiling, or floor construction; completely seal voids.
I. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for an
assembly, refinish entire unit.
J. Identify hazardous substances or conditions exposed during the Work to the Architect/Engineer for decision
or remedy.
END OF SECTION
COORDINATION AND MEETINGS
Section 01039 Page 3
L
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
j CITY OF LUBBOCK
SECTION 01300
SUBMITTALS
PART 1 GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
contract general provisions, including general and supplementary conditions, and other documents or
contract modifications incorporated into and made part of the contract by inclusion or reference, apply to
this section.
1.1 SECTION INCLUDES
A.
Submittal procedures.
B.
Construction progress schedules
C.
Proposed Products list
D.
Product Data.
E.
Shop Drawings.
F.
Samples.
-' G.
Design data.
H.
Test reports.
1.
Certificates.
J.
Manufacturer's instructions
K.
Manufacturer's field reports
1.2 RELATED SECTIONS
A.
Section 01300 — Submittals
B.
Section 01400 -Quality Control: Manufacturers' field services and reports.
C.
Section 01700 - Contract Closeout: Contract warranties, bonds, manufacturers' certificates, and
closeout submittals.
1.3 REFERENCES
A.
AGC (Associated General Contractors of America) publication "The Use of CPM in Construction - A
Manual for General Contractors and the Construction Industry".
1.4 SUBMITTAL PROCEDURES
-- A.
Transmit each submittal with AIA Form G810.
B.
Sequentially number the transmittal form. Revise submittals with original number and a sequential
SUBMITTALS
Section 01300 Page 1
REROOF OF BUILDING C AT MUNICIPAL HILL
CITY OF LUBBOCK
0303
alphabetic suffix.
C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and
specification section number, as appropriate.
D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products
required, field dimensions, adjacent construction Work, and coordination of information is in
accordance with the requirements of the Work and Contract Documents.
E. Schedule submittals to expedite the Project, and deliver to Architect/Engineer or Construction
Manager. Coordinate submission of related items.
F.
For each submittal for review, allow 15 days excluding delivery time to and from the contractor.
G.
Identify -variations from Contract Documents and Product or system limitations that may be
detrimental to successful performance of the completed Work.
H.
Provide space for Contractor and Architect/Engineer review stamps.
I.
When revised for resubmission, identify all changes made since previous submission.
J.
Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any
inability to comply with requirements.
K.
Submittals not requested will not be recognized or processed.
1.5 CONSTRUCTION PROGRESS SCHEDULES
A.
Submit initial schedule in duplicate within 30 days after date of Owner -Contractor Agreement or as
established in Notice to Proceed.
B.
Revise and resubmit as required.
C.
Submit revised schedules with Application for Payment, identifying changes since previous version.
D.
Submit a computer generated, horizontal bar chart with separate line for each major portion of Work
or operation, identifying first work day of each week.
E.
Show complete sequence of construction by activity, identifying Work of separate stages and other
logically grouped activities. Indicate the early and late start, early and late finish, float dates, and
duration.
F. Indicate estimated percentage of completion for each item of Work at each submission.
G. Indicate submittal dates required for shop drawings, product data, samples, and product delivery
dates, including those furnished by Owner and required by Allowances.
1.6 PROPOSED PRODUCTS LIST
A. Within 15 days after date of Owner -Contractor Agreement or Notice to Proceed, submit list of major
products proposed for use, with name of manufacturer, trade name, and model number of each
product.
B. For products specified only by reference standards, give manufacturer, trade name, model or catalog
SUBMITTALS 4
Section 01300 Page 2_
REROOF OF BUILDING C AT MUNICIPAL FILL 0303
CITY OF LUBBOCK
designation, and reference standards.
1.7 PRODUCT DATA
A. Product Data For Review:
1. Submitted to Architect/Engineer for review for the limited purpose of checking for conformance
with information given and the design concept expressed in the contract documents.
2. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article
above and for record documents purposes described in Section 01700 - CONTRACT
CLOSEOUT.
B. Product Data For Information:
1. Submitted for the Architect/Engineer's knowledge as contract administrator or for the Owner.
C. Product Data For Project Close-out:
1. Submitted for the Owner's benefit during and after project completion.
D. Submit the number of copies which the Contractor requires, plus two copies which will be retained by
the Architect/Engineer.
E. Mark each copy to identify applicable products, models, options, and other data. Supplement
manufacturers' standard data to provide information specific to this Project.
F. Indicate Product utility and electrical characteristics, utility connection requirements, and location of
utility outlets for service for functional equipment and appliances.
G. After review distribute in accordance with the Submittal Procedures article above and provide copies
for record documents described in Section 01700 - CONTRACT CLOSEOUT.
1.8 SHOP DRAWINGS
A. Shop Drawings For Review:
1. Submitted to Architect/Engineer for review for the limited purpose of checking for conformance
with information given and the design concept expressed in the contract documents.
2. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES
article above and for record documents purposes described in Section 01700 - CONTRACT
CLOSEOUT.
B. Shop Drawings For Information:
1. Submitted for the Architect/Engineer's knowledge as contract administrator or for the Owner.
C. Shop Drawings For Project Close-out:
1. Submitted for the Owner's benefit during and after project completion.
D. Indicate special utility and electrical characteristics, utility connection requirements, and location of
utility outlets for service for functional equipment and appliances.
Submit in the form of one reproducible transparency and one opaque reproduction.
1.9 SAMPLES
A. Samples For Review:
1. Submitted to Architect/Engineer for review for the limited purpose of checking for conformance
S IRMITTA R
Section 01300 Page 3
REROOF OF BUILDING C AT MUNICIPAL HILL
CITY OF LUBBOCK
0303
with information given and the design concept expressed in the contract documents.
2. After review, produce duplicates and distribute in accordance with SUBMITTAL PROCEDURES
article above and for record documents purposes described in Section 01700 - CONTRACT
CLOSEOUT.
B.
Samples For Information:
1. Submitted for the Architect/Engineer's knowledge as contract administrator or for the Owner.
C.
Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts
and attachment devices. Coordinate sample submittals for interfacing work.
D.
Include identification on each sample, with full Project information.
E.
Submit the number of samples specified in individual specification sections; one of which will be
retained by Architect/Engineer.
F.
Reviewed samples which may be used in the Work are indicated in individual specification sections.
G.
Samples will not be used for testing purposes unless specifically stated in the specification section.
1.10 DESIGN
DATA
A.
Submit for the Architect/Engineer's knowledge as contract administrator or for the Owner.
B.
Submit for information for the limited purpose of assessing conformance with information given and
the design concept expressed in the contract documents.
1.11 TEST
REPORTS
A. Submit for the Architect/Engineer's knowledge as contract administrator or for the Owner.
B. Submit test reports for information for the limited purpose of assessing conformance with information
given and the design concept expressed in the contract documents.
1.12 CERTIFICATES
A. When specified in individual specification sections, submit certification by the manufacturer,
installation/application subcontractor, or the Contractor to Architect/Engineer, in quantities specified
for Product Data.
B. Indicate material or Product conforms to or exceeds specified requirements. Submit supporting
reference data, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or Product, but must be acceptable to
Architect/Engineer.
1.13 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification sections, submit printed instructions for delivery, storage,
assembly, installation, start-up, adjusting, and finishing, to Architect/Engineer for delivery to owner in
quantities specified for Product Data.
B. Indicate special procedures, perimeter conditions requiring special attention, and special
environmental criteria required for application or installation.
S 1RMITTAt S
Section 01300 Page 4
E REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
' C. Refer to Section 01400 - Quality Control, Manufacturers' Field Services article.
1.14 MANUFACTURER'S FIELD REPORTS
A. Submit reports for the Architect/Engineer's benefit as contract administrator or for the Owner.
B. Submit report within 10 days of observation to Architect/Engineer for information.
C. Submit for information for the limited purpose of assessing conformance with information given and
the design concept expressed in the contract documents.
10.15 ERECTION DRAWINGS
A. Submit drawings for the Architect/Engineer's benefit as contract administrator or for the Owner.
' B. Submit for information for the limited purpose of assessing conformance with information given and
s the design concept expressed in the contract documents.
C. Data indicating inappropriate or unacceptable Work may be subject to action by the
Architect/Engineer or Owner.
PART 1 PRODUCTS - NOT USED.
PART 2 EXECUTION - NOT USED.
END OF SECTION
SUBMITTALS
Section 01300 Page 5
t
i
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
SECTION 01400
E _
(QUALITY CONTROL
PART 1 GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
contract general provisions, including general and supplementary conditions, and other documents or
q contract modifications incorporated into and made part of the contract by inclusion or reference, apply to
! this section.
1.1 SECTION INCLUDES
A. Quality assurance - control of installation.
B. Tolerances
C. References.
D. Manufacturer's field services and reports.
1.2 RELATED SECTIONS
A. Section 01300 - Submittals: Submission of manufacturers' instructions and certificates.
B. Section 01600 - Material and Equipment: Requirements for material and product quality.
1.3 QUALITY ASSURANCE - CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and
workmanship, to produce Work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict with Contract Documents, request clarification from
Architect before proceeding.
D. Comply with specified standards as minimum quality for the Work except where more stringent
tolerances, codes, or specified requirements indicate higher standards or more precise
workmanship.
E. Perform work by persons qualified to produce workmanship of specified quality.
F. Secure products in place with positive anchorage devices designed and sized to withstand
stresses, vibration, physical distortion, or disfigurement.
1.4 TOLERANCES
A. Monitor tolerance control of installed products to produce acceptable Work. Do not permit
tolerances to accumulate.
B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract
Documents, request clarification from Architect before proceeding.
C. Adjust products to appropriate dimensions; position before securing products in place.
1.5 REFERENCES
A. For products or workmanship specified by association, trade, or other consensus standards,
comply with requirements of the standard, except when more rigid requirements are specified or
are required by applicable codes.
I'
QUALITY CONTROL
Section 01400 Pagel
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
B. Conform to reference standard by date of issue current on date of Contract Documents, except
where a specific date is established by code.
C. Obtain copies of standards where required by product specification sections. Maintain copies of
the referenced standards at the job site for use of the Architect's representative.
D. The contractual relationship, duties, and responsibilities of the parties in Contract shall not be
altered from the Contract Documents by mention or inference otherwise in any reference
document.
1.6 MANUFACTURERS' FIELD SERVICES AND REPORTS
A. When specified in individual specification sections, require material or product suppliers or
manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces
and installation, quality of workmanship, start-up of equipment, test, adjust and balance of
equipment as applicable, and to initiate instructions when necessary.
B. Submit qualifications of observer to Architect 30 days in advance of required observations.
Observer subject to approval of Architect.
C. Report observations and site decisions or instructions given to applicators or installers that are
supplemental or contrary to manufacturers' written instructions.
D. Submit report in duplicate within 30 days of observation to Architect for information.
1.7 QUALITY CONTROL
A. Functions and Responsibilities of the Contractor:
1. Contractor's Superintendent: The Contractor's superintendent shall be an individual who
fluently reads, writes and understands the English language and who fluently and intelligibly
speaks it. He shall act for the Contractor and be available on the jobsite throughout each
work day. The Architect will approve the superintendent.
2. Notification: The Contractor's superintendent shall notify the Architect and the Construction
IJ
Contract Inspector when planning to be absent from the project site for more than two work
days. The Contractor shall substitute a qualified person and receive approval by the
Architect prior to the absence. Prior to returning to the project, the Contractor's
superintendent shall so notify the Architect.
3. Record Field Data: Maintain at the construction site two complete sets of full size, blue line
prints of the contract drawings. During construction, mark the prints in red to show all
deviations in actual construction from the contract drawings, and to note the type of material
used whenever a material option is specified. Show these deviations in the same general
detail utilized in the contract drawings. In addition, delineate and locate dimensionally on
A
the prints features not already shown on the contract drawings, which are encountered by
the Contractor during construction and which might interfere with future construction, such
j
as pipes, conduits, electrical cables, or the like buried in the ground, in concrete, or
IJ
otherwise hidden. Pursue the marking of the prints continuously during construction to keep
then up to date. In addition, maintain full size marked -up drawings, survey notes, sketches,
nameplate data, description, and serial numbers of all installed equipment. Maintain this
information in a current condition al all times until completion of the work. The resulting field
marked prints shall be referred to and marked as "Record Field Data" and shall be used for
no other purpose. Make them available for inspection by the Construction Contract
Inspector whenever requested during construction. Progress of the "Record Field Data"
1
shall be reviewed as a part of each progress payment application evaluation. Submit them
for approval at the completion of construction in accordance with the paragraph entitled
"Submittal of Record Drawings and Specifications". Refer to the paragraph this section
entitled "Contract Closeout". The Construction Contract Inspector will review the status of
I
�i
the Record Field Data monthly, prior to processing the Contractor's invoice for progress
payment. The Architect may hold retention against any invoice should the data not be
current at the time of the invoice.
3
LJ
QUALITY CONTROL
Section 01400 Page 2
r
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
B. Completion Inspection
1. At the completion of all work or any increment thereof established by a completion time
stated elsewhere in the specifications, the Contractor shall conduct a completion inspection
of the work and develop a "punchlist" of items which do not conform to the approved plans
and specifications. Include such a list in the construction Quality Control documentation, as
required by the subparagraph this section entitled "Quality Control Report", and state the
estimated date by which the deficiencies will be corrected. The Contractor or his staff shall
make a second completion inspection to ascertain that all deficiencies have been corrected
and so notify the Architect. Conduct the completion inspection and any deficiency
corrections required by this paragraph within the time stated for completion of the entire
work or any particular increment or phase thereof when the project is divided into increments
by separate completion dates established in the network analysis and before requesting
payment for the work.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
QUALITY CONTROL
Section 01400 Page 3
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
PART 1 GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
contract general provisions, including general and supplementary conditions, and other documents or
contract modifications incorporated into and made part of the contract by inclusion or reference, apply to
this section.
1.1 SECTION INCLUDES
A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water, and sanitary
facilities.
B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work, dust and water
control.
C. Construction Facilities: Access roads, parking, progress cleaning, project signage, and temporary
buildings.
1.2 RELATED SECTIONS
A. Section 01700 - Contract Closeout: Final cleaning.
1.3 TEMPORARY ELECTRICITY
A. Cost: Contractor must verify and make all temporary connections. Do not disrupt Owner's need
for continuous service. Owner will pay cost of energy used for construction purposes. Exercise
measures to conserve energy. Provide temporary power transformers, switchgear, wiring and
other devices as required to support continuing store operations.
B. Complement existing power service capacity and characteristics as required.
C. Provide power outlets for construction operations, with branch wiring and distribution boxes located
as required by the contractor's operations. Provide flexible power cords as required.
D. Provide main service disconnect and over -current protection at convenient location feeder switch at
source distribution equipment.
E. Permanent convenience receptacles may be utilized during construction. Outlets damaged by
contractors use shall be replaced at no cost to the Owner.
F. Provide adequate distribution equipment, wiring, and outlets to provide single phase branch circuits
for power and lighting.
1. Provide 20 ampere duplex outlets, single phase circuits for power tools for every 150 sq. ft.
(46 sq. m) of active work area.
2. Provide 20 ampere, single phase branch circuits for lighting.
1.4 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES
A. Provide and maintain lighting for construction operations to achieve a minimum lighting level of 2
watt/ sq ft. (21 watt/sq. m) but no less than that required by OSHA.
B. Provide and maintain 1 watt/sq. ft. (10.8 watt/ sq. m) lighting to exterior staging and storage areas
after dark for security purposes.
C. Provide and maintain 0.25 watt/sq. ft. (2.5 watt/sq. m) H.I.D. lighting to interior work areas after
dark for security purposes.
D. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and
lamps as required.
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
Section 01500 Pagel
REROOF OF BUILDING C AT MUNICIPAL HILL
CITY OF LUBBOCK
E. Maintain lighting and provide routine repairs.
F. Permanent building lighting may be utilized during construction.
0303
1.5 TEMPORARY VENTILATION
A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent
accumulation of dust, fumes, vapors, or gases. Prevent transmission of dust, fumes, odors, vapors
or gasses into the store operating areas.
1.6 TELEPHONE SERVICE
A. Provide, maintain and pay for telephone service to field office at time of project mobilization. Job
site superintendent shall have active cell phone message call back feature.
B. General contractor will pay for own service.
1.7 FACSIMILE SERVICE
A. Provide, maintain and pay for facsimile service and a dedicated telephone line to field office at time
of project mobilization.
B. General contractor will pay for own service.
1.8 TEMPORARY WATER SERVICE
A. Connect to existing water source for construction operations.
B. Owner will pay cost of water used. Exercise measures to conserve water.
C. Extend branch piping with outlets located so water is available by hoses with threaded connections.
Provide temporary pipe insulation to prevent freezing.
1.9 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures for the express use of contractor personnel.
Do not allow construction personnel to use new or existing Owner's toilet facilities.
1.10 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities
and adjacent properties from damage from construction operations.
B. Provide protection for plant life designated to remain. Replace damaged plant life.
C. Protect non -owned vehicular traffic, stored materials, site, and structures from damage.
1.11 PROTECTION OF INSTALLED WORK
A. Protect installed Work and existing work to remain and provide special protection where specified
-
in individual specification sections. Failure to take reasonable protective measures shall be the
responsibility of the contractor. Damages resulting from improper care shall be corrected by the f_ ;
contractor at no cost to the Owner.
B. Provide temporary and removable protection for installed products. Control activity in immediate i
work area to prevent damage. '
C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. t
1
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
Section 01500 Page 2 { J
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
D. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary,
obtain recommendations for protection from waterproofing or roofing material manufacturer.
1.12 SECURITY
A. Provide security and facilities to protect Work, and Owner's operations from unauthorized entry,
vandalism, or theft.
B. Coordinate with Owner's security program.
1.13 DUST CONTROL
A. Provide dust control dampening of exposed topsoil at intervals of not less than once each week.
Additional dampening shall be performed when EPA limits for airborne dust particles are exceeded,
or if dust levels impact store operations.
B. Discontinue dust control when paving and landscape materials are in place.
1.14 PROGRESS CLEANING AND WASTE REMOVAL
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly
condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or
remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to
eliminate dust.
D. Collect and remove waste materials, debris, and rubbish from site weekly and dispose off -site.
E. Open free -fall chutes not permitted. Terminate closed chutes into appropriate containers with lids.
1.15 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Final Application for Payment
inspection.
B. Clean and repair damage caused by installation or use of temporary work.
C. Restore existing facilities used during construction to original condition. Restore permanent
facilities used during construction to specified condition.
D. Restore permanent facilities used during construction to specified condition.
PART 2 PRODUCTS NOT USED
PART 3 EXECUTION NOT USED
END OF SECTION
,.A
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
Section 01500 Page 3
l..a
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
L'`' CITY OF LUBBOCK
SECTION 01600
MATERIAL AND EQUIPMENT
PART 1
GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
contract general provisions, including general and supplementary conditions, and other documents or
contract modifications incorporated into and made part of the contract by inclusion or reference, apply to
this section.
1.1
SECTION INCLUDES
A. Products
B. Transportation and handling
C. Storage and protection
D. Product options
E. Substitutions
1.2
RELATED SECTIONS
A. Instructions to Bidders: Product options and substitution procedures.
B. Section 01400 - Quality Control: Product quality monitoring.
1.3
PRODUCTS
A. Do not use materials and equipment removed from existing premises, except as specifically
permitted by the Contract Documents.
B. Provide interchangeable components of the same manufacture, for components being replaced.
f.
1.4
TRANSPORTATION AND HANDLING
A. Transport and handle products in accordance with manufacturer's instructions.
B. Promptly inspect shipments to ensure that products comply with requirements, quantities are
-
correct, and products are undamaged. Immediately remove from site any products that do not
conform to the contract documents.
C_
C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement,
or damage.
1.5
STORAGE AND PROTECTION
A. Store and protect products in accordance with manufacturers' instructions, with seals and labels
intact and legible.
B. Store sensitive products in weather tight, climate controlled enclosures.
C. For exterior storage of fabricated products, place on sloped supports, above ground.
J
D. Provide bonded off -site storage and protection when site does not permit on -site storage or
protection.
E. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid
condensation or potential degradation of product..
w.
F. Store loose granular materials on solid flat surfaces in a well -drained area. Prevent mixing with
_.. MATERIAL AND EQUIPMENT
Section 01600 Pagel
REROOF OF BUILDING C AT MUNICIPAL HILL
CITY OF LUBBOCK
foreign matter.
0303
i_
G. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or
damage.
H. Arrange storage of products to permit access for inspection. Periodically inspect to verify products
are undamaged and are maintained in acceptable condition.
1.6 PRODUCT OPTIONS
A. Products specified by reference standards or by description only: Any product meeting those
standards or description.
B. Products specified by naming one or more manufacturers: Products of manufacturers named and
meeting specifications, no options or substitutions allowed.
C. Products specified by naming one or more manufacturers with a provision for substitutions: Submit
a request for substitution for any manufacturer not named in accordance with the following article.
1.7 SUBSTITUTIONS
A. The general provision of the contract specify time restrictions for submitting requests for
substitutions during the bidding period to requirements specified in this section.
B. Substitutions may be considered when a request for substitution is considered by the Architect
under the conditions listed in Section 01400 paragraph 1.6.
C. Document each request with complete data substantiating compliance of proposed substitution with
Contract Documents.
D. A request constitutes a representation that the Contractor:
1. Has investigated proposed product and determined that it meets or exceeds the
quality level of the specified product.
2. Will provide the same warranty for the substitution as for the specified product.
3. Will coordinate installation and make changes to other work that may be required for
the Work to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension that may subsequently become
apparent.
5. Will reimburse Owner for review or redesign services associated with re -approval by
authorities.
E. Substitutions will not be considered when they are indicated or implied on shop drawing or product
data submittals, without separate written request, or when acceptance will require revision to the
Contract Documents.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
MATERIAL AND EQUIPMENT
Section 01600 Page 2
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
SECTION 01700
CONTRACT CLOSEOUT
PART 1 GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
contract general provisions, including general and supplementary conditions, and other documents or
contract modifications incorporated into and made part of the contract by inclusion or reference, apply to
this section.
1.1 SECTION INCLUDES
A. Closeout procedures.
B. Final cleaning.
C. Project record documents.
D. Operation and maintenance data.
E. Warranties.
F. Maintenance materials.
1.2 RELATED SECTIONS
A. Section 01500 - Construction Facilities and Temporary Controls: Progress cleaning.
1.3 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed, Work has been
inspected, and that Work is complete in accordance with Contract Documents and ready for
Architect's review.
B. Provide submittals to Architect that are required by governing or other authorities.
C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments,
and sum remaining due.
D. Owner will occupy all portions of the building as specified in Section 01010.
1.4 FINAL CLEANING
A. Execute final cleaning prior to final project assessment.
B. Clean surfaces exposed to view; remove temporary labels, stains and foreign substances.
C. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the
surface and material being cleaned.
D. Clean site; sweep paved areas.
E. Remove waste and surplus materials, rubbish, and construction facilities from the site.
1.5 ADJUSTING
A. Adjust operating Products and equipment to ensure smooth and unhindered operation.
CONTRACT CLOSEOUT
Section 01700 Page 1
REROOF OF BUILDING C AT MUNICIPAL HILL
CITY OF LUBBOCK
1.6 PROJECT RECORD DOCUMENTS
0303
A. Maintain on site, one set of the following record documents; record actual revisions to the Work:
1. Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other modifications to the Contract.
5. Reviewed Shop Drawings, Product Data, and Samples.
6. Manufacturer's instruction for assembly, installation, and adjusting.
B. Ensure entries are complete and accurate, enabling future reference by Owner.
C. Store record documents separate from documents used for construction.
D. Record information concurrent with construction progress.
E. Specifications: Legibly mark and record at each Product section description of actual Products
installed, including the following:
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and modifications.
F. Record Documents and Shop Drawings: Legibly mark each applicable item to record actual
construction including:
1. Measured depths of foundations in relation to finish floor datum.
2. Measured horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface improvements.
3. Measured locations of internal utilities and appurtenances concealed in construction,
referenced to visible and accessible features of the Work.
4. Field changes of dimension and detail.
5. Details not on original Contract drawings.
G. Remove Architect title block and professional seal from all documents.
H. Submit documents to Architect with claim for final Application for Payment.
1.7 OPERATION AND MAINTENANCE DATA
A. Submit data bound in 8-1/2 x 11 inch text pages, three ring binders with durable plastic covers.
B. Prepare binder cover with printed title " MAINTENANCE INSTRUCTIONS", title of project, and
subject matter of binder when multiple binders are required.
C. Internally subdivide the binder contents with permanent page dividers, logically organized as
described below; with tab titling clearly printed under reinforced laminated plastic tabs.
D. Contents: Prepare a Table of Contents for each volume, with each Product or system description
identified, typed on 24 pound white paper, in three parts as follows:
1. Part 1: Directory, listing names, addresses, and telephone numbers of Architect, Contractor,
Subcontractors, and major material suppliers.
2. Part 2: Operation and maintenance instructions arranged by system and subdivided by
specification section. For each category, identify names, addresses, and telephone
numbers of Subcontractors and suppliers. Identify the following:
a) Significant design criteria.
b) Maintenance instructions.
3. Part 3: Project documents and certificates, including the following:
a) Shop drawings and product data.
b) Certificates.
c) Photocopies of warranties and bonds.
CONTRACT CLOSEOUT
Section 01700 Page 2
.A
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
E. Submit 1 draft copy of completed volumes 15 days prior to final inspection. This copy will be
reviewed and returned after final inspection with Architect comments. Revise content of all
document sets as required prior to final submission.
F. Submit two sets of revised final volumes, within 10 days after final inspection.
1.8 WARRANTIES
A. Provide duplicate notarized copies.
B. Execute and assemble transferable warranty documents from Subcontractors, suppliers, and
manufacturers.
C. Provide Table of Contents and assemble in three ring binder with durable plastic cover.
J
D. Submit prior to final Application for Payment.
E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within
10 days after acceptance, listing date of acceptance as start of warranty period.
1.9 MAINTENANCE MATERIALS
A. Deliver to Project site and place in location as directed; obtain receipt prior to final payment.
PART 2 PRODUCTS - NOT USED
(� PART 3 EXECUTION - NOT USED
END OF SECTION
CONTRACT CLOSEOUT
Section 01700 Page 3
IREROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
t.3
SECTION 06114
WOOD BLOCKING AND CURBING
PART 1 GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
IJ contract general provisions, including general and supplementary conditions, and other documents or
contract modifications incorporated into and made part of the contract by inclusion or reference, apply to
this section.
1.1 SECTION INCLUDES
A. Roof curbs.
B. Blocking in wall and roof openings.
C. Wood furring and grounds.
D. Preservative treatment of wood: Use treated wood exclusively on this project.
1.2 RELATED SECTIONS
A. Section 07536- Muiti-Ply Modified Bitumen Roofing - Conventional Applications.
1.3 REFERENCES
A. ALSC - American Lumber Standards Committee: Softwood Lumber Standards.
B. APA: American Plywood Association.
C. AWPA (American Wood Preservers Association) C1 - All Timber Products Preservative Treatment
by Pressure Process.
D. AWPA (American Wood Preservers Association) C20 - Structural Lumber Fire Retardant Treatment
by Pressure Process.
E. NFPA: National Forest Products Association.
F. RIS: Redwood Inspection Service.
G. SPIB: Southern Pine Inspection Bureau.
H. WCLIB: West Coast Lumber Inspection Bureau.
I. WWPA: Western Wood Products Association.
1.4 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Provide technical data on wood preservative materials and application instructions.
1.5 QUALITY ASSURANCE
A. Perform Work in accordance with the following agencies:
1. Lumber Grading Agency: Certified by ALSC.
2. Plywood Grading Agency: Certified by APA.
WOOD BLOCKING AND CURBING
Section 06114 Pag ,1 ,
J
C
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
PART 2
PRODUCTS
2.1
MATERIALS
A.
Lumber Grading Rules: RIS, SPIB, and WWPA.
B.
Miscellaneous Framing: West Coast Douglas Fir species, 15 percent maximum moisture content,
pressure preservative treat.
C.
Plywood: APA , Grade BC; Exposure Durability 1; sanded.
2.2
ACCESSORIES
A.
Fasteners and Anchors:
1. Fasteners: Hot -dipped galvanized steel for high humidity and treated wood locations,
unfinished steel elsewhere.
2. Anchors: Toggle bolt type for -anchorage to hollow masonry. Expansion shield and lag bolt
type for anchorage to solid masonry or concrete. Bolt or ballistic fastener for anchorages to
steel.
2.3
FACTORY WOOD TREATMENT
A.
Fire retardant: AWPA Treatment C20, Exterior Type, chemically treated and pressure
impregnated; capable of providing a maximum flame spread rating of 25.
B.
Wood Preservative (Pressure Treatment): AWPA Treatment C1 using water borne preservative
with 0.25 percent retainage.
C.
Wood Preservative (Surface Application): colored, type.
PART 3
EXECUTION
'
3.1
FRAMING
A.
Set members level and plumb, in correct position.
B.
Place horizontal members flat, crown side up.
I,
C.
Construct curb members of single pieces.
D.
Space framing and furring 16 inches (400 mm) o.c.
E.
Curb roof openings exce t where prefabricated curbs are provided. Form corners b alternating
P P P Y 9
lapping side members.
F.
Coordinate curb installation with installation of decking and support of deck openings, roofing vapor
retardant, and parapet construction.
3.2
SHEATHING
A.
Secure sheathing to framing members with ends over firm bearing and staggered.
3.3
SITE APPLIED WOOD TREATMENT
�i
A.
Apply preservative treatment in accordance with manufacturer's instructions.
B.
Brush apply two coats of preservative treatment on wood in contact with cementitious materials,
roofing and related metal flashings. Treat site -sawn cuts.._
C.
Allow preservative to dry prior to erecting members.
WOOD BLOCKING AND CURBING 3.
Section 06114 Page 2
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
3.4 SCHEDULES
A. Dimension Lumber:
1.
General: Where wood framing from 2" through 4" in nominal thickness is indicated, provide
lumber complying with lumber producer's inspection agency grading rules certified as
conforming to the "National Grading Rule for Dimension Lumber" by the Board of Review of
the American Lumber Standards Committee (ALSC).
2.
Dress dimension lumber S4S unless otherwise indicated.
I
3.
Provide kiln -dried dimension lumber with 15% maximum moisture content at time of
l
dressing and complying with KID size requirements of PS 20. Mark lumber "KID".
4.
Boards:
Southern pine: B & BTR Grade, S4S, Kiln Dried,
West Coast Douglas Fir: C Select Grade, S4S, Kiln Dried.
California Redwood: A Grade, S4S, Kiln Dried. Rough sawn where noted or exposed to
view.
5.
Grounds and Nailers:
Yellow Pine, No. 1 Grade, Kiln Dried.
B. Plywood:
1.
Exterior
a. Not exposed: APA, EXT, B-C, Group 1, of thickness noted on the drawings.
END OF SECTION
LWOOD BLOCKING AND CURBING
Section 06114 Page 3
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SECTION 07550
MODIFIED BITUMEN ROOFING SYSTEM
PART GENERAL—
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications, contract
general provisions, including general and supplementary conditions, and other documents or contract modifications
incorporated into and made part of the contract by inclusion or reference, apply to this section.
1.1 DESCRIPTION:
A. Provide SBS modified bitumen roofing, tapered insulation, crickets, and related membrane flashings.
B. Membrane flashing and lead flashing rings for roof drains shall be furnished and installed by the Contractor.
C. Parapet flashing shall be furnished and installed by the Contractor.
1.2 RELATED DOCUMENTS: Applicable requirements of the General Conditions, Supplementary Conditions and
General Requirements apply to the work specified in this section.
1.3 RELATED WORK SPECIFIED ELSEWHERE:
A.
Section 01019 — Contract Considerations/ Proposal Items: Alternates
B.
Section 01300 — Submittals
C.
Section 01400 — Quality Control
D.
Section 01600 — Material and Equipment
E.
Section 06114 — Wood Blocking and Curbing
F.
Section 07900 — Joint Sealers
G.
Section 09900 — Painting and Finishing
1.4 DEFINITIONS
A. Roofing Terminology: Refer to ASTM D 1079 and glossary of NRCA's "The NRCA Roofing and
Waterproofing Manual" for definition of terms related to roofing work in this Section.
B. Hot Roofing Asphalt: Roofing asphalt heated to its equiviscous temperature, the temperature at which its
viscosity is 125 centipoise for mop -applied roofing asphalt and 75 centipoise for mechanical spreader -
applied roofing asphalt, within a range of plus or minus 25 deg F (14 deg C), measured at the mop cart or
mechanical spreader immediately before application.
C. Design Uplift Pressure: The uplift pressure, calculated according to procedures in SPRI's "Wind Load
Design Guide for Fully Adhered and Mechanically Fastened Roofing Systems," before multiplication by a
safety factor.
J 1.5 QUALITY ASSURANCE:
A. Applicator: Approved in writing by manufacturer of accepted roofing system, with minimum of five
j continuous years on manufacturer's approved list. Additionally, applicator shall show proof of at least 5
years of experience in successfully completing work of comparable size. Applicator must be member in
good standing, for 5 years minimum, of a recognized regional or nationwide roofing contractor's association.
` MODIFIED BITUMEN ROOFING SYSTEM
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B. Roofing material manufacturer shall:
1. Provide a Project Closeout Report upon delivery of the project warranty. This report shall include the
following sections:
a. Progress reports as a result of roof inspections.
b. Job progress photos.
c. Warranty document.
d. Owner's Manual describing maintenance and emergency repair.
e. Inspection Report to be completed by the roofing material manufacturer 2 years from project
completion.
2. Employ Field Technical Services Representatives available for final roof inspection.
3. Provide local Field Representative to make three (3) periodic site visits per week, report work quality
and job progress. Field inspections shall be performed by a Manufacturer's full-time employee to verify
specification compliance during and until the roof construction is complete and accepted by Owner. An
inspection report shall be submitted to the project manager a within twenty-four (24) hours of the field
inspection. These inspections shall be provided to the Owner at no additional charge.
a. Site visits must be a minimum of 24 hours apart.
b. Field reports must include digital photos of job progress.
4. Furnish a service agreement/warranty as specified.
5. Be an Associate Member in good standing with National Roofing Contractors' Association (NRCA) for at
least five (5) years.
6. Be approved by Owner.
C. Random sampling:
1. Roofing material:
a. During course of work, Owner's Representative may secure samples according to ASTM D140-
93 of materials being used from containers at job site and submit them to an independent
laboratory for comparison to specified material.
b. Should test results prove that a material is not functionally equal to specified material:
1) Contractor shall pay for all testing.
2) Roofing installed and found not to comply with the specifications shall be removed
and replaced at no change in the contract price.
D. Requirements of Regulatory Agencies:
1. Underwriters Laboratories, Inc.: Class A, fire hazard classification.
1.6 REFERENCES
A. ASTM - American Society for Testing and Materials, West Conshohocken, PA.
B. NRCA - National Roofing Contractors Association, Chicago, IL.
C. SMACNA - Sheet Metal and Air Conditioning Contractors National Association, Chantilly, VA.
D. UL - Underwriters Laboratories, Northbrook, IL.
1.7 SUBMITTALS:
A. Contractor shall submit the following information included in the Roofing Proposal:
1. Contractors Proposal Form.
MODIFIED BITUMEN ROOFING SYSTEM
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2. A proposed schedule for completion of work.
3. Certification from the roofing manufacturer stating the following:
a. The roofing contractor has been a certified applicator for the manufacturer a minimum of five
(5) years.
b. The manufacturer has reviewed the drawings, specifications, job site conditions, and approved
the specified roofing system for this project.
c. The manufacturer will provide technical assistance and inspection services as specified in the
project specifications.
d. Manufacturer has reviewed sections 1.4 Quality Assurance and 1.10 Guarantee. Manufacturer
will meet all requirements without any deviations.
e. Manufacturers certification, that materials proposed meet or exceed specified standards, and
do not contain asbestos.
4. Specimen copy of Manufacturers Warranty.
5. Note: The drainage layout is schematic in nature and the roofing manufacturers may submit a
design for the slope of the insulation.
B. Submit prior to job -start:
1. UL Listing of Fire Resistance Rating:
a. Copy of UL Listing for the specified roof system from the current UL Roofing Materials and
Systems Directory or from letters issued by UL to the manufacturer.
2. Product data:
a. Product data sheets.
C. All submittals shall be in accordance with Section 01300.
D. Do not begin roofing application until submittals are approved by Architect.
1.8 PRODUCT HANDLING, STORAGE AND DELIVERY:
A. Deliver materials in manufacturer's original, unopened containers or packages with labels intact and legible,
including required fire resistance classification labels.
B. Store rolled goods on end on clean raised platforms with weather protective covering when stored outdoors.
Handle roll goods with care.
C. Provide continuous protection of materials against wetting and moisture absorption; remove wet materials
from project site.
1.9 JOB CONDITIONS:
- A. Environmental Requirements:
1. Apply roofing in dry weather.
2. Do not apply roofing when ambient temperature is below 45 deg. F.
3. Proceed with roofing work only when weather conditions are in compliance with manufacturer's
recommendations.
B. Protection:
1. Provide special protection or avoid heavy traffic on completed work when ambient temperature is
above 80°F.
2. Restore to original condition or replace work or materials damaged during handling of bitumens and
roofing materials.
MODIFIED BITUMEN ROOFING SYSTEM
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3. Protect surfaces adjacent to hoist and kettles prior to starting work.
1.10 SUBSTITUTIONS
A. When a particular make or trade name is specified, it shall be considered indicative of standard required.
Bidders proposing substitutes shall submit the following 7 days prior to bid date to Architect:
1. Written application with explanation of why it should be considered.
2. Accredited testing laboratory certificate comparing substitute's physical/performance attributes to
those specified.
3. Specimen copy of the manufacturer's warranty document.
4. Specimen copy of the manufacturer's warranty renewal or extension document.
5. Specimen copy of the manufacturer's recommended roof maintenance program or service
agreement.
6. Sample copy of a Project Closeout Manual. This report shall include the following sections:
a. Project Specifications.
b. Project Summary.
c. Progress reports as a result of roof inspections.
d. Job progress photos.
e. Warranty document.
f. Owner's Manual describing maintenance and emergency repair procedures.
g. Inspection report to be completed by the roofing material manufacturer two (2) years from
project completion.
B. Only substitutes approved in writing by Architect prior to scheduled bid date will be considered.
C. Notification of approvals will be mailed at least 3 days before bid opening.
D. Owner and Architect reserves right to be final authority on acceptance or rejection of any substitute.
1.11 GUARANTEE:
A. Furnish manufacturer's standard roofing warranty coverage: A single manufacturer shall provide specified
warranty, which includes FIFTEEN (15) year manufacturers coverage: The manufacturer's warranty must
include labor and material coverage against leakage on all components including those manufactured by
others.
1. Included in the warranty coverage are the following:
a. Insulation materials, fasteners, and adhesives.
b. Roof membrane components and adhesives.
C. All metal edge components including cleat strips.
d. All tapered edge and cant strips.
e. All surface mastics, coatings, stripping, plies, etc.
f. All drain and scupper (lashings.
g. Any roof leaks or other problems caused by substrate movement of any component
other than the deck shall not be excluded.
h. Any movement associated with metal edge joints or flanges causing leaks.
i. Damages caused by wind speed up to 74 miles per hour.
j. Permanent tie-ins and/or control joints separating new and old roofing.
MODIFIED BITUMEN ROOFING SYSTEM
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2. The contractor shall certify compliance with the above warranty requirements by submitting a copy of
the guarantee as a submittal item upon request of the Owner, The manufacturer will advise the
customer in writing how to maintain the warranty in the form of an Owner's manual. The customer
shall have the option to renew this warranty at the end of FIFTEEN (15) years per the renewal
agreement.
3. Manufacturer will, during the second, fifth and tenth year of this warranty service agreement,
provide the following for the warranted roof system:
a) Inspection by a Manufacturers Technical Service Representative and delivery of a written
inspection report documenting roof conditions.
b) Preventive maintenance and necessary repairs, including splits, tears, or breaks in the
roof membrane system and flashings which threaten the integrity of the roof system and
are not exempt due to neglect, negligence, vandalism, or some other exclusion.
c) General rooftop housekeeping and cleanup, subject to limits, but generally including
removal of incidental debris.
B. Furnish, in triplicate, two-year guarantee on roofing, insulation, flashing and associated work specified in this
section, agreeing to repair or replace work which leaks water, deteriorates excessively or otherwise fails to
perform as roofing, due to failure of materials or workmanship. Guarantee shall be signed by the Roofing
Contractor.
1.12 PRE -ROOFING CONFERENCE: Meet at the project well in advance of the time scheduled for roofing work,
and review requirements for the work and conditions which could possibly interfere with successful
performance of the work. Require every party who is concerned with the work, or required to coordinate
with it or to protect it thereafter, to attend the conference.
PART 2 PRODUCTS
2.1 MATERIALS:
A. All materials shall be acceptable to the manufacturer of the roofing system installed.
B. Provide roofing materials which comply with the following general standards or as recommended by the
roofing system manufacturer.
2.2 APPROVED MANUFACTURER'S
A. Tremco, Inc. or approved equal. See Section 01600 Paragraph 1.7.
2.3 ROOF INSULATION
A. General: Provide preformed roof insulation boards that comply with requirements and referenced standards,
selected from manufacturer's standard sizes and of thicknesses indicated.
B. Polyisocyanurate Board Insulation: ASTM C 1289, Type II, felt or glass -fiber mat facer on both major
surfaces.
1. Available Manufacturers:
a) Apache Products Company.
b) Atlas Roofing Corporation.
c) GAF Materials Corporation.
d) Johns Manville International, Inc.
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C. Tapered Insulation: Provide factory -tapered insulation boards fabricated to slope of 1/4 inch per 12 inches
(1:48), unless otherwise indicated.
D. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for
sloping to drain. Fabricate to slopes indicated.
2.4 MECHANICAL FASTENERS
A.
Base sheet to lightweight concrete deck:
,
1.
FM 60 Base Ply Fastener and FM 30 Discs by ES Products, Inc., Bristol RI.
B.
Insulation to steel deck:
1.
Deckfast #12 screw, plastic disc or metal plate by Construction Fasteners, Inc., Wyomissing, PA.
2.
Insul-Fixx #12, plastic disc or metal plate by SFS Stadler, Brunswick, OH.
3.
Olympic Fastener #12-10, plastic or metal plate by Olympic Manufacturing Group, Agawam, MA.
4.
Rawl Deck #12 Deck Screw, plastic or metal plate by The Rawlplug Co., Inc., New Rochelle, NY.
5.
ROOFGRIP, plastic disc or metal plate by ITW Buildex, Itasca, IL.
'
C.
Wood to wood:
1.
Galvanized, common, annular ring nail.
2.
Length: Sufficient to penetrate underlay blocking 1-1/4 inches (32 mm).
D.
Wood to concrete:
1.
Deckfast #14 screw, by Construction Fasteners, Inc., Wyomissing, PA.
_j
2.
Insul-Fixx #14, by SFS Stadler, Brunswick, OH.
3.
Insul-Tite #14, by Burlington Mfg. Corp., Archbold, OH.
4.
Olympic Fastener #14-10, by Olympic Manufacturing Group, Agawam, MA.
5.
Tapcon 1/4inch (6.35 mm) diameter, Plillips flat head anchor, by ITW Buildex, Itasca, IL.
6.
Roof grip #14-10, by ITW Buildex, Itasca, IL.
7.
Rawl Drive or Rawl Spike, by The Rawlplug Co., Inc., New Rochelle, NY.
8.
Rawl Deck #14 Deck Screw, by The Rawlplug Co., Inc., New Rochelle, NY.
}
9.
Length: Sufficient to provide 1-1/2 inch (38 mm) embedment.
E.
Galvanized sheet steel to wood blocking:
1.
FS FF-N-10513(3) Type 11, Style 20, roofing nails; galvanized steel wire, flat head, diamond point, round,
barbed shank.
2.
Length: Sufficient to penetrate wood blocking 1-1/4 inches (32 mm) minimum.
F.
Termination bar to masonry/concrete:
1.
Lead masonry anchors.
2.
Length: Sufficient to provide 1-1/4 inches (32 mm) embedment minimum.
F I
G.
Drawband:
1.
Gold Seal stainless steel worm gear clamp by Murray Corporation, Cockeysville, MD.
2.
Power -Seal stainless steel worm drive clamps by Breeze Clamp Company, Saltsburg, PA.
r
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(-, 2.5 METAL FLASHINGS
A. Coping cap:
1. Galvanized, field painted: Twenty-four (24) gage minimum, galvanized steel; commercial quality,
Fed. Spec. QQ-S-775, Type I, Class D or ASTM A 653 or lockforming quality ASTM A 653, G90
coating in accordance with ASTM A 653. All sheet metal to be pre -painted.
a. Paint finish at exposed side: Factory applied baked -on two (2) coat system comprised of one
(1) coat of full 70% resin fluorocarbon (polyvinylidene fluoride PVF2) by Kynar 500 or accepted
substitute over a smooth coat of corrosion -resistant epoxy -based primer.
b. Finish at underside shall be a washcoat over a coat of corrosion -resistant epoxy -based primer.
c. Repaint existing sheet metal scheduled for reuse; two (2) coats of Alkyd Semi -gloss Enamel
over one (1) coat of galvanized steel primer. Ameritone, Kelly -Moore, Miller, Rodda or
accepted substitute.
B. Edge flashing:
1. Galvanized, pre -painted: Twenty-four (24) gage minimum, galvanized steel; commercial quality,
Fed. Spec. QQ-S-775, Type I, Class D or ASTM A 653 or lockforming quality ASTM A 653, G90
coating in accordance with ASTM A 653. All sheet metal to be pre -painted.
a. Paint finish at exposed side: Color as selected by owner.
b. Finish at underside shall be a washcoat over a coat of corrosion -resistant epoxy -based
primer.
C. Counterflashing:
1. Galvanized Steel: ASTM A 653-02, sheet steel with 1.25 oz./sq. (3.82 g/m2) galvanized coating.
a. Gage: Twenty-four (24).
b. Solder: ASTM B32-89, alloy grade 60A. Neutralize flux after soldering.
D. Pitch pans with hood:
1. Galvanized Steel: ASTM A 653-02, sheet steel with 1.25 oz./sq. (3.82 g/m2) galvanized coating.
a. Gage: Twenty-four (24).
b. Solder: ASTM B32-89, alloy grade 60A. Neutralize flux after soldering.
E. Piping through roof box:
1. Galvanized Steel: ASTM A 653-02, sheet steel with 1.25 oz./sq. (3.82 g/m2) galvanized coating.
a. Gage: Twenty-four (24).
b. Solder: ASTM B32-89, alloy grade 60A. Neutralize flux after soldering.
F. Lead Flashings:
1. ASTM B 29-79(1984), 4 lb. (1.82 kg) sheet lead.
G. Details not addressed in specification shall be in accordance with Architectural Sheet Metal Manual, as
issued by Sheet Metal and Air Conditioning Contractors' National Association, Inc., (SMACNA).
2.6 MISCELLANEOUS METAL DETAILS
A. Pitch Pans, Splash Pans, Plumbing Vents, and Drain Flashings
1. Solder: ASTM B32, Alloy Grade 60A; Flux: Phosphoric acid.
2. Galvanized Steel, Commercial quality; ASTM A525 (ASTM A527 for lock forming); 690 hot -dip
galvanized; 22 gauge thickness.
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3. Lead: Use ASTM D29 four lb. sheet lead.
2.7 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. SBS-Modified Bituminous Membrane Roofing:
a. Tremco, Inc. or pre -approved equal.
B. In other Part 2 articles where titles below introduce lists, the following requirements apply for product
selection:
2. Available Products: Subject to compliance with requirements, products that may be incorporated into
the Work include, but are not limited to, the products specified.
3. Products: Subject to compliance with requirements, provide one of the products specified.
4. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products
that may be incorporated into the Work include, but are not limited to, the manufacturers specified.
5. Manufacturers: Subject to compliance with requirements, provide products by the manufacturers
specified.
2.8 SBS-MODIFIED ASPHALT -SHEET MATERIALS
A. Roofing Membrane Sheet: ASTM D 6162, Grade S, Type I or 11, composite polyester- and glass -fiber -
reinforced, SBS-modified asphalt sheet; smooth surfaced; suitable for application method specified.
1. Breaking Strength, ASTM D 146: machine direction 135 lb/in (23.6 kN/m). cross direction 130 lb/in
(22.7 kN/m), minimum..-
2. Tear Strength. ASTM D 146: machine direction, 345 Ibf (1534 N), cross direction 330 lb/in (1467 N)
minimum.
3. Resistance to Puncture: ASTM E 154: 120 Ibf (5340 N) minimum.
4. Pliability, 1/2 inch (12.7 mm) radius bend, ASTM D146: No failures.
5. Weight: ASTM D228: 3.1 Ib/sq.ft (1.5 kg/m2)_minimum.
6. Mass of desaturated polyester/glass/polyester mat, minimum:.035 lb/sq. ft. (172 glm).
B. Roofing Membrane Cap Sheet: ASTM D 6163, Grade G, Type I or 11, glass -fiber -reinforced, SBS-modified
asphalt sheet; granular surfaced; suitable for application method specified, and as follows:
1. Tensile Strength, ASTM D 5147-95: machine direction 120 Ib/in 121 kN/m); cross direction 115 lb/in
J20 kN/m), minimum...
2. Tear Strength, ASTM D 5147-95: machine direction, 70 1�310 N); cross direction 80 lb/in 350 N)
minimum.
3. Resistance to Puncture: ASTM E 154-99_70 I_bf (310 N) minimum.
4. Elongation: ASTM D 5147-95: 2.6% machine direction, 2.5% cross machine direction.
5. Thickness: ASTM D 5147-95_0.120 in._(3.0 mm) minimum.
6. Granule Color: White.
2.9 BASE FLASHING SHEET MATERIALS
A. Backer Sheet: ASTM D 6162, Grade S, Type I or II, composite polyester- and glass -fiber -reinforced, SBS-
modified asphalt sheet; smooth surfaced; suitable for application method specified.
1. Brealcit)�Str�ASTM I).146: machine direction 135 Win(23.6 kN/m); cross direction
130 lb/in (22.7 kN/m), 111ininnun.:
2. Tear Strength, ASTM D 146: machine direction, 345 Ibf (1534 N); cross direction 330 Ibiin (1467 N)
minimum
3. Resistance to Puncture: ASTM E 1 54_ 120 Ibf (5340 N) minimum.
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4. Pliability, 1/2 inch (12.7 mm) radius bend. ASTM D146: No failures.
5. Weight: ASTM D228: 3.1 Ib/sq.ft (1.5 kq/m2) minimum.
6. Mass of desaturated polyester/glass/polyester mat, minimum:.035 lb/sq. ft. (172 g/m).
B. Flashing Sheet: ASTM D 6163, Grade G, Type I or II, glass -fiber -reinforced, SBS-modified asphalt sheet;
granular surfaced; suitable for application method specified, and as follows:
1. Tensile Strength, ASTM D 5147-95: machine direction 120 Ib/in 21 kN/m); cross direction 115 lb/in
J20 kN/m), minimum..-
2. Tear Strength, ASTM D 5147-95: machine direction, 70 Ibf_(310 N): cross direction 80 in 350 NZ
minimum.
3. Resistance to Puncture: ASTM E 154-99_70 Ibf_(310 N) minimum.
4. Elongation: ASTM D 5147-95: 2.6% machine direction, 2.5% cross machine direction.
5. Thickness: ASTM D 5147-95_0.120 in.S3.0 mm) minimum.
6. Granule Color: White.
2.10 AUXILIARY ROOFING MEMBRANE MATERIALS
A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and compatible
with roofing membrane.
B. Asphalt Primer: ASTM D 41.
C. Roofing Asphalt: ASTM D 312, Type IV.
D. Roofing Asphalt: ASTM D 6152, SEBS modified.
1. Elongation: ASTM D 412-98a: 300% @ 77 OF.-.
2. Softening Point: ASTM D 36-95: 195-205 OF
3. Esquiviscous temperature: ASTM E 4402-87 (2000)_440 IF,
4. Density: ASTM D 70-97: 8.2 lb/gal 0 77 IF.
5. Flash Point: ASTM D 92-90: 525 ° F. minimum.
E. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required by roofing system
manufacturer for application.
F. Mastic Sealant: Polyisobutylene, plain or modified bitumen, nonhardening, nonmigrating, nonskinning, and
nondrying.
G. Fasteners: Factory -coated steel fasteners and metal or plastic plates meeting corrosion -resistance
provisions in FMG 4470, designed for fastening roofing membrane components to substrate, tested. by
manufacturer for required pullout strength, and acceptable to roofing system manufacturer.
H. Metal Flashing Sheet: Metal flashing sheet is specified in Division 7 Section "Sheet Metal Flashing and
Trim."
I. Roofing Granules: Ceramic -coated roofing granules, No. 11 screen size with 100 percent passing No. 8
(2.36-mm) sieve and 98 percent of mass retained on No. 40 (0.425-mm) sieve, color to match roofing
membrane.
J. Miscellaneous Accessories: Provide miscellaneous accessories recommended by roofing system
manufacturer.
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2.11 ACCESSORIES
0303
A. Drains
1. Josam Manufacturing Co., Michigan City, IN. Model H.
2. Tech Specialties, Irving, TX. Model H.
B. Roof Walkway
1. Non-skid, gray granule surface; Fortified Asphalt Core; Reinforced Carrier Sheet
2. Size:'/z" (13mm) x 36" (914mm) x 72" (1829mm)
3. Celotex Carey — Tread or equal
4. ALTERNATE: Two plies of MB Primary Membrane (2.3, B) may be cut into 2' — 5' long pieces and
used as walk treads.
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with the following
requirements and other conditions affecting performance of roofing system:
1. Verify that roof openings and penetrations are in place and set and braced and that roof drains are
securely clamped in place.
2. Verify that wood cants, blocking, curbs, and nailers are securely anchored to roof deck at
penetrations and terminations and that nailers match thicknesses of insulation.
3.2 PREPARATION
A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to
roofing system manufacturer's written instructions. Remove sharp projections.
B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto
surfaces of other construction. Remove roof -drain plugs when no work is taking place or when rain is forecast.
3.3 INSULATION INSTALLATION
A. Comply with roofing system manufacturer's written instructions for installing roof insulation.
B. Insulation Cant Strips: Install and secure preformed 45-degree insulation cant strips at junctures of roofing
membrane system with vertical surfaces or angle changes greater than 45 degrees.
C. Install tapered insulation under area of roofing to conform to slopes indicated.
D. Install insulation with long joints of insulation in a continuous straight line with end joints staggered between
rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch (6 mm) with insulation.
1. Cut and fit insulation within 1/4 inch (6 mm) of nailers, projections, and penetrations. j?
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E. Install one or more layers of insulation under area of roofing to achieve required thickness. Where overall
insulation thickness is 1-1/2 inches (38 mm) or greater, install 2 or more layers with joints of each
succeeding layer staggered from joints of previous layer a minimum of 6 inches (150 mm) in each direction.
F. Trim surface of insulation where necessary at roof drains so completed surface is flush and does not restrict
flow of water.
G. Install tapered edge strips at perimeter edges of roof that do not terminate at vertical surfaces.
H. Mechanically Fastened and Adhered Insulation: Install each layer of insulation and secure first layer of
insulation to deck using mechanical fasteners specifically designed and sized for fastening specified board -
type roof insulation to deck type.
1. Fasten first layer of insulation according to requirements in FMG's "Approval Guide" for specified
Windstorm Resistance Classification.
2. Fasten first layer of insulation to resist uplift pressure at corners, perimeter, and field of roof.
3. Install subsequent layers of insulation in a solid mopping of hot roofing asphalt.
3.4 ROOFING MEMBRANE INSTALLATION, GENERAL
A. Install roofing membrane system according to roofing system manufacturer's written instructions and
applicable recommendations of ARMA/NRCA's "Quality Control Guidelines for the Application of Polymer
Modified Bitumen Roofing."
Install roofing system MBS- I- M-GO with base sheet- M, according to specification -plate
classifications in NRCA's "The NRCA Roofing and Waterproofing Manual" and requirements in this
Section.
B. Start installation of roofing membrane in presence of roofing system manufacturer's technical personnel.
C. Cooperate with testing and inspecting agencies engaged or required to perform services for installing roofing
system.
D. Coordinate installing roofing system so insulation and other components of the roofing membrane system
not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or
when rain is forecast.
1. Provide tie -offs at end of each day's work to cover exposed roofing membrane sheets and
insulation with a course of coated felt set in roofing cement or hot roofing asphalt with joints and
edges sealed.
2. Complete terminations and base flashings and provide temporary seals to prevent water from
entering completed sections of roofing system.
3. Remove and discard temporary seals before beginning work on adjoining roofing.
Asphalt Heating: Do not raise roofing asphalt temperature above equiviscous temperature range more than
one hour before time of application. Do not exceed roofing asphalt manufacturer's recommended
temperature limits during roofing asphalt heating. Do not heat roofing asphalt within 25 deg F (14 deg C) of
flash point. Discard roofing asphalt maintained at a temperature exceeding finished blowing temperature for
more than 4 hours.
F. Asphalt Heating: Heat and apply SEBS-modified roofing asphalt according to roofing system manufacturer's
written instructions.
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G. Substrate -Joint Penetrations: Prevent roofing asphalt from penetrating substrate joints, entering building, or
damaging roofing system components or adjacent building construction.
3.5 SBS-MODIFIED BITUMINOUS MEMBRANE INSTALLATION
A. Install modified bituminous roofing membrane sheet and cap sheet according to roofing manufacturer's written
instructions, starting at low point of roofing system. Extend roofing membrane sheets over and terminate
beyond cants, installing as follows:
1. Adhere to substrate in a solid mopping of hot roofing asphalt applied at not less than 425 deg F
(218 deg C).
2. Unroll roofing membrane sheets and allow them to relax for minimum time period required by
manufacturer.
B. Laps. Accurately align roofing membrane sheets, without stretching, and maintain uniform side and end laps.
Stagger end laps. Completely bond and seal laps, leaving no voids.
1. Repair tears and voids in laps and lapped seams not completely sealed.
2. Apply roofing granules to cover exuded bead at laps while bead is hot.
C. Install roofing membrane sheets so side and end laps shed water.
3.6 FLASHING AND STRIPPING INSTALLATION
A. Install base flashing over cant strips and other sloping and vertical surfaces, at roof edges, and at
penetrations through roof, and secure to substrates according to roofing system manufacturer's written
instructions and as follows:
1. Backer Sheet Application: Install backer sheet and adhere to substrate in a solid mopping of hot roofing
asphalt.
2. Flashing Sheet Application: Adhere flashing sheet to substrate in a solid mopping of hot roofing asphalt
applied at not less than 425 deg F (218 deg C). Apply hot roofing asphalt to back of flashing sheet if
recommended by roofing system manufacturer.
B. Extend base flashing up walls or parapets a minimum of 8 inches (200 mm) above roofing membrane and 4
inches (100 mm) onto field of roofing membrane.
C. Mechanically fasten top of base flashing securely at terminations and perimeter of roofing.
D. Install roofing membrane cap -sheet stripping where metal flanges and edgings are set on membrane roofing
according to roofing system manufacturer's written instructions.
3.7 CARPENTRY
A. Wall flashing(s) for non -wall -supported deck:
1. Install horizontal and vertical blocking.
a. Vertical blocking:
1) Thickness: 2 inches (50 mm), nominal.
2) Height: 8 inches (200 mm) above final surface of roofing.
b. Horizontal blocking:
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1) Thickness: Equal to final insulation thickness, including tapered edge.
2) Width: 4 inches (10 mm), nominal.
2. Mechanically attach horizontal blocking to deck. Fasteners shall be installed in two (2) rows staggered.
Spacing in any one (1) row shall not exceed 24 inches (610 mm).
3. Install wood cants to blocking. Nail two (2) rows staggered to horizontal and vertical blocking. Spacing
in any one (1) row shall not exceed 24 inches (610 mm).
4. Place compressible insulation between wall and vertical blocking to top of blocking.
5. Drape flexible vapor retarder over insulation and face of blocking.
B. Expansion joint(s):
1. Install vertical blocking:
a. Thickness: 2 inches (50 mm), nominal.
b. Height: 8 inches (200 mm) above final surface of roofing.
2. Install wood cants to blocking and substrate. Mechanically attach two (2) rows staggered to substrate
and vertical blocking. Spacing in any one (1) row shall not exceed 24 inches (610 mm).
C. Roof Perimeter (Parapet):
1. Mechanically attach wood blocking; blocking thickness shall equal insulation thickness.
2. Install fasteners in two rows staggered using spiral or angular ring nails; spacing in each row shall
not exceed 24 inches; within eight feet of outside corners, spacing shall not exceed 12-inches in
each row.
3. Offset blocking layers 12-inches and weave corners.
D. Wood Curbs
1. Fasten wood blocking as specified above.
2. Install additional wood blocking at top of curb to raise final curb height eight in., min., above new roof
surface; blocking shall be flush with outside curb surface.
E. Metal Curb Flashing
1. Raise curb and clean flange, as required.
2. Mechanically attach wood blocking as specified above.
3.8 DECKING REPAIRS/ REPLACEMENT (for use only where replacement of deck is needed and approved by Owner)
A. STEEL:
1. Deck Reinforcement:
a. Install 22-gauge sheet steel reinforcement profiled to existing decking configuration over
openings 16-sq. in. or less.
b. For two or more rusted openings in same deck section, replace deck panel.
2. Deck Reattachment:
a. Reattach loose sections of deck to steel support membranes 12-in. o. c.
b. Side laps
1.) Nesting side lap: mechanically fasten 24-in. o. c.
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2.) Interlocking side lap: button -punch 24-in. o. c.
3. Deck
Replacement:
a.
Saw -cut at bar joist/ beam center and remove decking, three spans, minimum length.
b.
Erect metal decking according to SDI Design Manual; if unable to lap, butt to adjacent deck
section; minimum bearing on steel supports shall be one inch.
C.
Mechanically fasten side laps 18-in. o. c., maximum.
d.
Fasten deck to steel supports at ends; fasten intermediate supports 12-in. o. c.
e.
Install six -in. wide sheet steel butt strip where deck ends abut.
f.
Bear deck on steel supports with 3 inch (75mm) min. bearing. Align and level..
g.
Fasten deck to steel support members and intermediate supports mechanical fasteners at 12
inches (300mm) o. c. maximum, parallel with the roof deck flute and at every other transverse
flute.
h.
Reinforce steel deck openings from 6 to 18 inches (150 to 450mm) in size with 2 x 2 x 1/a" inch
(50 x 50 x 6mm) steel angles. Place framing angles perpendicular to flutes; extend min. two
flutes beyond each side of opening and mechanically attach to deck at each flute.
i.
Install sheet steel closures and angle (lashings to close openings between deck and walls,
columns, and openings.
j.
Install double row of foam flute closures above walls and perpendicular to deck flutes.
k.
Position roof sump pans with flange bearing on top surface of deck. Fusion weld at each flute.
3.9 BASE SHEET/ VAPOR RETARDER
A. Lightweight Concrete Deck Areas:
1. Ensure deck is dry.
2. Install base sheet over deck. Lap 4 inches (100 mm) on sides and ends. Nail 9 inches (230 mm) o.c.
at lap; 2 rows staggered 18 inches (460 mm) o.c., 12 inches (300 mm) from each edge.
3.10 THERMAL INSULATION
A. Lightweight Concrete deck areas:
1. Prime substrate prior to adhering insulation.
a. Assure substrate is clean and dry prior to application of primer.
b. Apply primer at a coverage rate of 250 sq. ft. per gallon (6.1 m5/L).
2. Adhere layer(s) with a uniform and continuous application of asphalt at a rate of 30 lbs. per 100 sq. ft.
(1.5 kg/m ) 20 percent.
a. Immediately after placement, walk insulation boards into hot bitumen to achieve solid bond.
b. Promptly spread any bitumen pools that may accumulate on insulation surface to achieve
smooth surface for roofing installation.
B. Metal Deck areas:
1. Mechanically attach insulation to deck.
a. Fastener density: 1 every 2 sq. ft. (1 every 0.19 sq. meter.)
2. Install additional fasteners to ensure insulation is firm underfoot.
3. Drive mechanical fasteners flush to top surface.
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4. Filler insulation requires 2 fasteners per piece minimum.
5. Adhere second layer insulation to bottom layer in a uniform and continuous mopping of asphalt applied
at a rate of 30 lbs. per 100 sq. ft. (1.5 kg/m2) 20%.
6. Offset joints of top layer 6 inches (150 mm) in both directions from joints of base layer.
7. Immediately after placement, walk insulation boards into hot bitumen to achieve solid bond.
8. Promptly spread any bitumen pools that may accumulate on insulation surface to achieve smooth
surface for roofing installation.
3.11 CRICKETS
A. Install pre -manufactured crickets.
B. Adhere crickets to substrate with hot applied asphalt adhesive.
3.12 ROOF SYSTEM APPLICATION
A. Install base ply to roof and all wall, curb, and projection bases in a uniform and continuous mopping of asphalt,
applied within its Equiviscous Temperature (EVT) range.
B. Base ply laps: 4 inches (100 mm).
C. Apply adhesive no more than 10 feet (3 meter) ahead of each roll being embedded.
D. Broom base ply before adhesive cools from unmopped side. Ensure complete and continuous seal and contact
between bitumen and ply sheets, including ends, edges, and laps without wrinkles, fish mouths, or blisters.
Broom width: 34 inches (860 mm) minimum. Avoid walking on base ply until adhesive has set.
E. Roofing ply shall never touch roofing ply, even at roof edges, laps, tapered edge strips, and cants. Cut out
fishmouths/side laps, which are not completely sealed; patch. Replace all sheets, which are not fully and
continuously bonded.
F. Lap base ply ends 4 inches (100 mm). Stagger end laps 3 feet (910 mm) minimum.
1. Adhesive application rate: 25 lbs. per 100 sq. ft. (1.2 kg/m2) average, tolerance 20 percent.
2. The minimum temperature for the bitumen at the point of application is EVT or 400°F (204°C),
whichever is greater.
G. Install one (1) ply modified bitumen roofing membrane over base, shingle fashion, overlapping each membrane 4
inches (100 mm). Place roofing membrane in manner to ensure water flows over or parallel to, but never against
exposed edges.
H. Offset roofing membrane laps from base sheet laps 6 inches (150 mm) minimum.
I. Use mop technique to ensure selvage receives hottest bitumen.
J. Apply uniform and continuous pressure to selvage and end laps to ensure complete adhesion.
K. Lap ply sheet ends 6 inches (150 mm). Stagger end laps 36 inches (910 mm) minimum.
L. Apply adhesive no more than 10 feet (3 meter) ahead of each roll being embedded. Under cool weather
conditions or when wind gusts exceed 15 mph (24 km/h), apply adhesive no more than 5 feet (1.5 meter) ahead
of each roll.
M. Broom modified bitumen roofing membrane from the unmopped side before adhesive cools. Ensure complete
and continuous seal and contact between bitumen and modified bitumen membrane, including ends, edges, and
laps without wrinkles, fish mouths, or blisters. Broom width: 34 inches (860 mm) minimum. Avoid walking on
membrane until adhesive has set.
N. Embed modified bitumen membrane in a uniform and continuous mopping of asphalt. The minimum temperature
for the asphalt at the point of application is EVT or 400°F (204°C) , whichever is greater.
MODIFIED BITUMEN ROOFING SYSTEM
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1. Interply mopping rate: 25 lbs. per 100 sq. ft. (1.2 kg/m2) average, tolerance +/- 20 percent.
3.13 PERMANENT WATERSTOP/TIE-INS
A. Remove embedded gravel/debris from top ply of felt along termination.
1. Width: 18 inches (460 mm). Sweep clean. Prime swept surface with asphalt primer at 100 sq. ft. per
gallon (2.5 m2/L).
B. Adhere 12 and 18 inch (305 and 460 mm) wide ply sheets from exposed deck to existing roofing with a
continuous application of tie -off mastic. Glaze cut-off with surfacing mastic. Extend 18 inch (460 mm) wide felt 3
inches (760 mm) either side 12 inch (305 mm) felt.
C. Extend roofing system at least 12 inches (305 mm) onto prepared area of adjacent roofing. Seal edge with 6
inch (150 mm) wide reinforcing membrane embedded between alternate courses of tie -off mastic.
3.14 FLASHINGS
A. General flashing requirements:
1. MB Flashing:
a. Adhere one (1) ply flashing ply to flashing substrate in a continuous application of flashing
bitumen. Remove wrinkles and voids. Overlap sections 4 inches (100 mm).
b. Extend flashing ply 4 inches (100 mm) beyond top of cant.
C. Cut modified bitumen flashing membrane in lengths not to exceed 10 feet (3.1 meter). Apply
flashing bitumen to flashing ply in a continuous 1/16 inch (1.6 mm) thick application. Adhere
flashing membrane to bitumen. Lap flashing membrane ends 4 inches (100 mm); extend
membrane 6 inches (150 mm) beyond top of cant; press sheet firmly in place. Ensure
complete bond and continuity without wrinkles or voids. Adhere laps with flashing bitumen.
Seal vertical laps of flashing membrane with reinforcing membrane embedded between
alternate continuous courses of flashing bitumen.
2. Base flashing height:
a. Not less than 8 inches (200 mm), not higher than 12 inches (305 mm) above finished roofing
surface.
3. Two -Ply Stripping for metal flanges:
a. Set flange in asphalt mastic. Seal flange with two (2) stripping plies embedded between
alternate applications of stripping adhesive/bitumen. Extend first ply 4 inches (100 mm)
beyond flange; second ply 2 inches (50 mm) beyond first ply.
B. At perimeter edges:
1. Install new roofing to blocking edge. Nail with spiral or annular shank nails, 8 inches (200 mm) o.c.
Nails to have 1-inch (25 mm) integral cap.
2. Prior to setting and nailing horizontal flanges of metal edge flashing, trowel 1/16 inch (1.6 mm) uniformly
thick layer of asphalt mastic to roofing surface receiving metal flange.
3. Fabricate and install metal edge flashing with formed drip edge incorporating 3/4 inch (19 mm) lock.
a. Flange width: No wider than underlying blocking.
b. Fascia width: 6 inches.
4. Secure fascia bottom with 3/4 inch (19 mm) lock to continuous cleat nailed 16 inches (410 mm) o.c.
Cleat shall be 1 gauge heavier than fascia.
a. Gap fascia ends 1/2 inch (13 mm); overlap cleat joints - 1 inch (25 mm). Set flange in mastic.
Cover fascia ends with cover plate profiled to fascia. Set cover in elastomeric mastic; nail to
MODIFIED BITUMEN ROOFING SYSTEM
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wood blocking through gap between fascia joints.
5. Nail interior portion of flange to wood blocking 3 inches (75 mm) o.c., staggered.
6. Prime metal flange with asphalt primer.
7. Install two (2) ply stripping for metal flanges as described in general flashing requirements section.
C. At wall flashings:
1. Adhere cant strip to flashing base in a continuous application of solvent free insulation adhesive.
2. Install modified bitumen base flashing as described in general flashing requirements section.
3. Secure top edge of flashing membrane to vertical substrate with termination bar secured 8 inches (200
mm) o.c. maximum.
4. Wipe top of bar clean with metal cleaner. Prime metal surface to receive sealant with metal primer.
Allow to dry.
5. Caulk top of bar. Provide watershed. Tool neatly.
6. Fabricate and install new counterflashing.
7. Wipe clean metal surfaces of flashing joint with metal cleaner. Prime metal joint surfaces with metal
primer. Allow to dry.
8. Caulk flashing joint. Provide watershed. Tool neatly.
D. At expansion joint(s):
1. Extend new roofing to top edge of cant. Nail 8 inches (200 mm) o.c. with spiral or annular shank nails,
with 1 inch (25 mm) cap.
2. Install vinyl water barrier over joint opening. Allow barrier to drape 4 inches (100 mm) within joint
opening. Nail both sides of barrier 4 inches (100 mm) o.c.
3. Insert fiberglass batt insulation into expansion joint opening; fill entire opening.
4. Secure top edge of flashing membrane to substrate with spiral or annular shank nails, with 1 inch (25
mm) cap, 8 inches (200 mm) o.c.
5. Fabricate and install expansion joint cover to curb.
6. Bevel curb top for drainage.
7. Mechanically fasten to vertical portion of curb with neoprene-grommeted screws 12 inches (300 mm)
o.c. Overlap sections 1 inch (25 mm).
E. At scupper locations:
1. Install cant strip up to scupper opening.
2. Install roofing to top edge of cant.
3. Fabricate and install metal scupper.
4. Install base flashings described in general flashing requirements section.
5. Fabricate and install new counterf lashing.
F. At copings:
1. Installation of light metal parapet cap.
a. Install 22ga continuous bent cleat on outside edge of wood blocking. Lap ends 1 inch (25
mm). Nail 16 inches (400 mm).
b. Install shims or beveled wood strips to provide inward slope to finished coping cap.
C. Place a base sheet felt over top of parapet blocking. Extend down 2 inches (50 mm) minimum
over edges.
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0303
d. Fabricate and install coping cover. Connect coping sections with 1-1/4 inch (32 mm) high
standing seam. Extend front and rear sides of cover 2 inches (50 mm) beyond wood blocking.
Bend lower edges out 30 degrees maximum to form drip edge. Attach outside edge to
continuous cleat with 3/4 inch (19 mm) lock. Attach inside edge to wood blocking 24 inches
(610 mm) o.c. At corners, form standing seam and miter.
G. At wood curb flashings:
1. Remove mechanical equipment from curb.
2. Install new roofing to top edge of cant. Nail 8 inches (200 mm) o.c. with spiral or annular nails, with a 1
inch (25 mm) cap.
3. Install modified bitumen base flashing as described in general flashing requirements section.
4. Secure top edge of flashing to substrate with termination bar; mechanically fasten 8 inches (20.3 cm)
o.c. maximum.
5. Wipe top of bar clean with metal cleaner. Prime metal surface to receive sealant with metal primer.
Allow to dry.
6. Caulk top of bar. Provide watershed. Tool neatly.
a. Fabricate and install counterflashing.
7. Reinstall mechanical equipment onto curb. Refasten.
H. At plumbing vents:
1. Wedge plumbing vent tight against deck.
2. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface receiving metal flange.
3. Fabricate and install plumbing vent flashing from lead. Flange: 4 inches (100 mm) wide minimum;
extend completely around periphery of vent flashing. Set flange into mastic. Neatly dress flange with
wood block.
4. Prime metal flange with asphalt primer.
a. Pipe outside diameter greater than 2 inches (50 mm): Bend lead inside pipe 1 inch (25 mm)
minimum with pliers or rubber/plastic mallet; replace cracked lead.
b. Pipe outside diameter 2 inches (50 mm) or less: Cut lead at vent top; fabricate and install
integral lead cap.
C. Mechanically fasten plumbing vent to substrate, 3 inch (75 mm) o.c. staggered.
5. Install two (2) ply stripping for metal flanges as described in general flashing requirements section.
I. At pitch pans:
1. Fabricate pitch pans. Sides: 4 inches (100 mm) high, hemmed to outside at top edge. Flange: 4
inches (100 mm) wide, completely around periphery. Clearance between projection and pitch pan: 2
inches (50 mm). Set flange in mastic.
2. Pack gap between roof -penetrating element and deck with compressible insulation. Seal with
reinforcing membrane embedded between alternate courses of asphalt mastic.
3. Nail flange to wood blocking 3 inches (75 mm) o.c., staggered.
4. Prime metal flange, projection, and pitch pan interior with asphalt primer.
5. Install two (2) ply stripping described in general flashing requirements section.
6. Fill pitch pan to within 1 inch (25 mm) from top with non shrink grout. Allow to set firm.
7. Fill pitch pan with asphalt mastic. Double fill if necessary.
8. Fabricate and install umbrella with drawband over pitch pan. Tighten drawband.
MODIFIED BITUMEN ROOFING SYSTEM
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REROOF OF BUILDING C AT MUNICIPAL HILL 0303
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9. Wipe clean top of umbrella and projection with metal cleaner. Prime surface with metal primer.
10. Caulk stack/sheet metal interface. Provide watershed. Tool neatly.
J. At metal sleeve and storm collar(s):
1. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface receiving metal flange.
2. Fabricate and install sleeve flashing. Height: 8 inches (200 mm). Flange width: 4 inches (100 mm).
Flange to extend completely around flashing periphery. Solder all joints. Double solder vertical joints.
3. Nail flange to wood blocking 3 inches (75 mm) o.c., staggered.
4. Prime flange with asphalt primer.
5. Install two (2) ply stripping described in general flashing requirements section.
6. Fabricate storm collar with bolted connection. Cover sleeve flashing 3 inches (75 mm) minimum.
Tighten bolts.
7. Wipe clean top of storm collar and projection with metal cleaner. Prime surface with metal primer.
Caulk projection/sheet metal interface. Provide watershed. Tool neatly.
K. At piping through roof deck:
1. Install roofing system onto wood blocking. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt
mastic to surface receiving metal flange.
2. Fabricate and install two piece pipe box. Bottom portion fabricated with 4 inch (100 mm) flange.
Top section notched to fit over piping.
3. Set flange in mastic, nail flange to wood blocking 3 inches (75 mm) o.c. Prime flange.
4. Fill box interior with batt insulation.
5. Fasten top and closure detail to bottom.
6. Wipe clean metal surfaces of box and piping with metal cleaner. Prime metal with metal primer.
Caulk joint between box and piping; tool neatly.
7. Install two (2) ply stripping described in general flashing requirements section.
L, At roof drains:
1. Install tapered edge strip around drain to create approximate 48 x 48 inch (1220 x 1220 mm)
sump. Miter corners. Seal toe of tapered edge to drain rim with reinforcing membrane
embedded between alternate courses of asphalt mastic.
2. Install roofing system into sump and onto drain rim.
3. Plug drain to prevent water entry until service connection is completed.
4. Prime the bottom side of the lead flashing.
5. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface receiving lead flashing.
6. Set single piece lead flashing in mastic centered over drain; extend lead 6 inches (150 mm)
beyond drain rim. Neatly dress lead with wood block.
7. Clamp flashing collar to drain in bed of mastic.
8. Neatly cut lead/felts within drain at rim. Lead to extend 1 inch (25 mm) into bowl.
9. Prime lead with asphalt primer.
10. Install two (2) ply stripping described in general flashing requirements section. Stripping shall not
extend under clamping ring.
it. For working drains, remove drain plug upon completion of work each day.
MODIFIED BITUMEN ROOFING SYSTEM
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3.15 INSTALLATION OF DRAINS
}'
A.
Cut openings in roof to fit drain bowl and install drain assembly to plumbing.
B.
Repair defective decking, insulation or adjacent materials with approval of Architect; use non -
shrink grout, as needed, to level bowl in opening.
C.
Install tapered edge strip around drain to create a 4' X 4' sump; miter comers; seal toe of tapered
edge to drain rim with reinforcing membrane embedded between alternate courses of asphalt
mastic.
D.
Install roofing system into sump and onto drain rim.
E.
Apply '/a in. layer of elastomer to surface receiving lead.
F.
Set lead flashing in elastomer, center on drain; extend lead six in. beyond drain rim; neatly dress
'
With wood block; tap lightly with mallet to ensure good adhesion to underlying surfaces.
G.
Join clamping ring to drain bowl; apply'/a in. of elastomer between two components.
H.
Neatly cut lead inside clamping ring and remove excess; using rubber mallet, lightly tap lead
edges down inside drain bowl.
1.
Prime lead with asphalt primer.
J.
Seal lead flange per 3.10, H.
'
K.
Seal/plug drain to prevent water entry until plumbing is completed.
L.
Complete plumbing connection and un-seal drain prior to rainfall.
M.
Installation shall conform to local/state codes and regulations.
3.16 FIELD QUALITY CONTROL
A. Test Cuts: Test specimens will be removed to evaluate problems observed during quality -
assurance inspections of roofing membrane as follows:
1. Approximate quantities of components within roofing membrane will be determined
according to ASTM D 3617.
2. Test specimens will be examined for interply voids according to ASTM D 3617 and to
comply with criteria established in Appendix 3 of ARMA/NRCA's "Quality Control
Guidelines for the Application of Polymer Modified Bitumen Roofing."
I
B. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect -
roofing installation on completion and submit report to Architect.
1. Notify Architect or Owner 48 hours in advance of date and time of inspection.
C. Repair or remove and replace components of roofing system where test results or inspections
indicate that they do not comply with specified requirements.
D. Additional testing and inspecting, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
3.17 ROOF WALKWAY INSTALLATION
A. Walkway pads shall be installed following installation of roofing plies.
B. Clean surface of dirt, debris and contaminants and install pads in spot applications of elastomer;
pads shall not interfere with roof drainage.
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3.18 PROTECTING AND CLEANING
A. Protect roofing system from damage and wear during remainder of construction period. When
remaining construction will not affect or endanger roofing, inspect roofing for deterioration and
damage, describing its nature and extent in a written report, with copies to Architect and Owner.
C_ 1
B. Correct deficiencies in or remove roofing system that does not comply with requirements, repair
substrates, and repair or reinstall roofing system to a condition free of damage and deterioration at
time of Substantial Completion and according to warranty requirements.
C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures
recommended by manufacturer of affected construction
End of Section
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SECTION 07591
MEMBRANE REROOFING PREPARATION
PART 1 GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
contract general provisions, including general and supplementary conditions, and other documents or con-
tract modifications incorporated into and made part of the contract by inclusion or reference, apply to this
section.
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions
and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Roof tear -off.
2. Removal of base flashings.
3. Protection of existing roofing system that is not reroofed.
1.3 MATERIALS OWNERSHIP
A. Except for items or materials indicated to be reused, reinstalled, or otherwise indicated to remain
Owner's property, demolished materials shall become Contractor's property and shall be removed
from Project site and disposed of legally.
1.4 DEFINITIONS
A. Roofing Terminology: Refer to ASTM D 1079 and glossary in NRCA's "The NRCA Roofing and
Waterproofing Manual" for definition of terms related to roofing work in this Section.
B. Existing Membrane Roofing System: Built-up asphalt roofing membrane, surfacing, and
components and accessories between deck and roofing membrane.
C. Substrate Board: Rigid board or panel products placed over the roof deck that serve as thermal
barriers, provide a smooth substrate, or serve as a component of a fire -resistance -rated roofing
system.
D. Roof Tear -Off: Removal of existing membrane roofing system from deck-
E. Remove: Detach items from existing construction and legally dispose of them off -site unless
indicated to be removed and reinstalled.
1.5 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Photographs or Videotape: Show existing conditions of adjoining construction and site
improvements, including exterior and interior finish surfaces, that might be misconstrued as having
been damaged by reroofing operations. Submit before Work begins.
1.6 QUALITY ASSURANCE
A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning
membrane roofing removal. Comply with hauling and disposal regulations of authorities having
jurisdiction.
MEMBRANE REROOFING PREPARATION
Section 07591 Page 1
REROOF OF BUILDING C AT MUNICIPAL HILL
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0303
B. Reroofing Conference: Conduct conference at Project site to comply with requirements in
Division 1 Section "Project Management and Coordination." Review methods and procedures
related to roofing system including, but not limited to, the following:
1. Meet with Owner; Owner's insurer if applicable; testing and inspecting agency representative;
roofing system manufacturer's representative; roofing Installer including project manager,
superintendent, and foreman; and installers whose work interfaces with or affects reroofing
including installers of roof accessories and roof -mounted equipment.
2. Review methods and procedures related to reroofing preparation, including membrane roofing
system manufacturer's written instructions.
3. Review temporary protection requirements for existing roofing system that is to remain, during
and after installation.
4. Review roof drainage during each stage of reroofing and review roof drain plugging and plug
removal procedures.
5. Review and finalize construction schedule, and verify availability of materials, Installer's
personnel, equipment, and facilities needed to make progress and avoid delays.
6. Review existing deck removal procedures and Owner notifications.
7. Review procedures to determine condition and acceptance of existing deck for reuse.
8. Review base (lashings, special roofing details, drainage, penetrations, equipment curbs, and
condition of other construction that will affect reroofing.
9. Review HVAC shutdown and sealing of air intakes.
10. Review shutdown of fire -suppression, -protection, and -alarm and -detection systems.
11. Review governing regulations and requirements for insurance and certificates if applicable.
12. Review existing conditions that may require notification of Owner before proceeding.
1.7 PROJECT CONDITIONS
A. Owner will occupy portions of building immediately below reroofing area. Conduct reroofing so
Owner's operations will not be disrupted. Provide Owner with not less than 72 hours' notice of
activities that may affect Owner's operations.
1. Coordinate work activities daily with Owner so Owner can place protective dust or water
leakage covers over sensitive equipment or furnishings, shut down HVAC and fire -alarm or -
detection equipment if needed, and evacuate occupants from below the work area if desired.
2. Before working over structurally impaired areas of deck, notify Owner to evacuate occupants
from below the affected area. Verify that occupants below the work area have been evacuated
prior to proceeding with work over the impaired deck area.
B. Protect building to be reroofed, adjacent buildings, walkways, site improvements, exterior plantings,
and landscaping from damage or soiling from reroofing operations.
C. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do
not block required exits or path from required exit to public right-of-way. Coordinate with
requirements of authorities having jurisdiction.
D. Owner assumes no responsibility for condition of areas to be reroofed.
E. Weather Limitations: Proceed with reroofing preparation only when existing and forecasted
weather conditions permit Work to proceed without water entering into existing roofing system or
building.
1.8 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during reroofing, by methods and with materials so as not to void existing roofing system warranty.
Notify warrantor before proceeding.
1. Notify warrantor of existing roofing system on completion of reroofing, and obtain
documentation verifying that existing roofing system has been inspected and warranty remains
in effect. Submit documentation at Project closeout.
MEMBRANE REROOFING PREPARATION
Section 07591 Page 2
REROOF OF BUILDING C AT MUNICIPAL HILL
CITY OF LUBBOCK
PART 2 - PRODUCTS
2.1 AUXILIARY REROOFING MATERIALS
0303
A. General: Auxiliary reroofing preparation materials recommended by roofing system manufacturer
for intended use and compatible with components of new membrane roofing system.
B. Base Sheet Fasteners: Capped head, factory -coated steel fasteners, listed in FMG's "Approval
Guide."
C. Metal Flashing Sheet: Metal flashing sheet is specified in Division 7 Section "Sheet Metal Flashing
and Trim."
PART 3 - EXECUTION
3.1 PREPARATION
A. Protect existing membrane roofing system that is indicated not to be reroofed.
1. Maintain temporary protection and leave in place until replacement roofing has been
completed.
B. Coordinate with Owner to shut down air intake equipment in the vicinity of the Work. Cover air
intake louvers before proceeding with reroofing work that could affect indoor air quality or activate
smoke detectors in the ductwork.
C. Maintain roof drains in functioning condition to ensure roof drainage at end of each workday.
Prevent debris from entering or blocking roof drains and conductors. Use roof -drain plugs
specifically designed for this purpose. Remove roof -drain plugs at end of each workday, when no
work is taking place, or when rain is forecast.
1. If roof drains will be temporarily blocked or unserviceable due to roofing system removal or
partial installation of new membrane roofing system, provide alternative drainage method to
remove water and eliminate ponding. Do not permit water to enter into or under existing
membrane roofing system components that are to remain.
D. Verify that rooftop utilities and service piping have been shut off before commencing Work.
3.2 ROOF TEAR -OFF
A. General: Notify Owner each day of extent of roof tear -off proposed.
B. Roof Tear -Off: Remove existing roofing membrane and other membrane roofing system
components down to the deck.
1. Remove roof insulation.
2. Remove excess asphalt from steel deck. A maximum of 15 Ib/100 sq. ft. (0.72 kg/sq. m) of
asphalt is permitted to remain on steel decks.
3. Remove fasteners from deck or cut fasteners off slightly above deck surface.
3.3 DECK PREPARATION
A. Inspect deck after tear -off of membrane roofing system.
B. If deck surface is not suitable for receiving new roofing, or if structural integrity of deck is suspect,
immediately notify Owner. Do not proceed with installation until directed by Owner.
C. Provide additional deck securement as indicated on Drawings.
3.4 EXISTING BASE FLASHINGS
A. Remove existing base (lashings around parapets, curbs, walls, and penetrations.
1. Clean substrates of contaminants such as asphalt, sheet materials, dirt, and debris.
MEMBRANE REROOFING PREPARATION
Section 07591 Page 3
REROOF OF BUILDING C AT MUNICIPAL HILL
CITY OF LUBBOCK
0303
B. Do not damage metal counterflashings that are to remain. Replace metal counterflashings
damaged during removal with counterflashings specified in Division 7 Section "Sheet Metal
Flashing and Trim."
3.5 FASTENER PULL-OUT TESTING
A. Perform fastener pull-out tests according to SPRI FX-1, and submit test report to Owner before
installing new membrane roofing system.
1. Furnish detailed proposal to Owner for revised fastening pattern commensurate with pull-out
test results.
3.6 DISPOSAL
A. Coordinate disposal with requirements of Division 1 Section "Construction Waste Disposal."
B. Collect and place demolished materials in containers. Promptly dispose of demolished materials.
Do not allow demolished materials to accumulate on -site.
1. Storage or sale of demolished items or materials on -site will not be permitted.
C. Transport demolished materials off Owner's property and legally dispose of them.
END OF SECTION
MEMBRANE REROOFING PREPARATION
Section 07591 Page 4
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
SECTION 07620
SHEET METAL FLASHING AND TRIM
PART 1 GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
contract general provisions, including general and supplementary conditions, and other documents or
contract modifications incorporated into and made part of the contract by inclusion or reference, apply to
this section.
1.1 SECTION INCLUDES
A. Coping, parapet, and cap (lashings.
B. Scuppers, pitch pockets.
C. Counterflashings over EPDM base flashings.
D. Counterflashings at roof mounted equipment and vent stacks.
1.2 RELATED SECTIONS
A. Section 06114 - Wood Blocking and Curbing: Wood blocking for metal roofing substrate profiles.
B. Section 07531 - Elastomeric Sheet Roofing: Roofing system.
C. Section 07611 - Custom Sheet Metal Roofing.
D. Section 07900 - Joint Sealers.
E. Section 09900 - Painting: Prime and finish painting.
1.3 PERFORMANCE REQUIREMENTS
A. General: Install sheet metal flashing and trim to withstand wind loads, structural movement,
thermally induced movement, and exposure to weather without failing, rattling, leaking, and
fastener disengagement.
B. Fabricate and install roof edge flashing capable of resisting the following forces according to
recommendations in FMG Loss Prevention Data Sheet 1-49:
1. Wind Zone 2: For velocity pressures of 31 to 45 Ibf/sq. ft. (1.48 to 2.15 kPa): 90-Ibf/sq. ft.
(4.31-kPa) perimeter uplift force, 120-Ibf/sq. ft. (5.74-kPa) corner uplift force, and 45-Ibf/sq.
ft. (2.15-kPa) outward force.
C. Thermal Movements: Provide sheet metal flashing and trim that allow for thermal movements
resulting from the following maximum change (range) in ambient and surface temperatures by
preventing buckling, opening of joints, hole elongation, overstressing of components, failure of joint
sealants, failure of connections, and other detrimental effects. Provide clips that resist rotation and
avoid shear stress as a result of sheet metal and trim thermal movements. Base engineering
calculation on surface temperatures of materials due to both solar heat gain and nighttime -sky heat
loss.
1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C),
material surfaces.
D. Water Infiltration: Provide sheet metal flashing and trim that do not allow water infiltration to
building interior.
1.4 REFERENCES
A. AISI (American Iron and Steel Institute) - Stainless Steel - Uses in Architecture.
_ SHEET METAL FLASHING AND TRIM
Section 07620 Page 1
REROOF OF BUILDING C AT MUNICIPAL HILL
CITY OF LUBBOCK
0303
B.
ASTM A167 - Stainless and Heat -Resisting Chromium -Nickel Steel Plate.
C.
ASTM A525 - Steel Sheet, Zinc Coated, (Galvanized) by the Hot -Dip Process.
D.
ASTM B32 - Solder Metal.
E.
ASTM B209 - Aluminum and Alloy Sheet and Plate.
F.
ASTM B370 - Copper Sheet and Strip for Building Construction.
G.
ASTM B486 - Paste Solder.
t_
H.
ASTM D226 - Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing.
1.
ASTM D4586 - Asphalt Roof Cement, Asbestos -Free.
J.
CDA (Copper Development Association) - Contemporary Copper, A Handbook of Sheet Copper
Fundamentals, Design, Details and Specifications.
K.
CDA - Copper Roofing - A Practical Handbook.
L.
FS O-F-506 - Flux, Soldering, Paste and Liquid.
M.
NRCA (National Roofing Contractors Association) - Roofing Manual
N.
SMACNA - Architectural Sheet Metal Manual
1.5 SUBMITTALS
A.
Submit under provisions of Section 01300.
B.
Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods,
(lashings, terminations, and installation details.
C�
C.
Submit four samples 2" x 4" in size illustrating metal finish color, including fasteners, cleats, clips,
closures and other attachments.
1.6 QUALITY
ASSURANCE
1
A.
Perform work in accordance with SMACNA standard details and requirements.
B.
Maintain one copy of each document on site.
C.
Sheet Metal Flashing and Trim Standard: Comply with SMACNA's "Architectural Sheet Metal
Manual." Conform to dimensions and profiles shown unless requirements that are more stringent
are indicated.
D.
Preinstallation Conference: Conduct conference at Project site to comply with requirements in
Division 1 Section "Project Management and Coordination."
1. Meet with Owner, Owner's insurer if applicable, Installer, and installers whose work
interfaces with or affects sheet metal flashing and trim including installers of roofing
materials, roof accessories, unit skylights, and roof -mounted equipment.
_
2. Review methods and procedures related to sheet metal flashing and trim.
3. Examine substrate conditions for compliance with requirements, including flatness and
attachment to structural members.
4. Document proceedings, including corrective measures and actions required, and furnish
copy of record to each participant.
1.7 QUALIFICATIONS
iF
t,
A.
Fabricator and Installer: Company specializing in sheet metal flashing work with five years
documented experience.
f
SHEET METAL FLASHING AND TRIM t -
Section 07620 Page 2
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
1.8 PRE -INSTALLATION CONFERENCE
A. Convene one week prior to commencing work of this section, under provisions of Section 01040.
1.9 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect and handle products to site under provisions of Section 01600.
B. Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and to provide
ventilation. Slope metal sheets to ensure drainage.
C. Prevent contact with materials which may cause discoloration or staining.
1.10 COORDINATION
A. Coordinate work under provisions of Section 01040.
B. Coordinate installation of sheet metal flashing and trim with interfacing and adjoining construction
to provide a leak proof, secure, and non -corrosive installation.
PART PRODUCTS
2.1 MANUFACTURERS
A. In other Part 2 articles where titles below introduce lists, the following requirements apply to
product selection:
1. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, products specified.
2. Products: Subject to compliance with requirements, provide one of the products specified.
3. Available Manufacturers: Subject to compliance with requirements, manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
manufacturers specified.
4. Manufacturers: Subject to compliance with requirements, provide products by one of the
manufacturers specified.
2.2 SHEET MATERIALS
A. Pre -Coated Galvanized Steel: ASTM A446, Grade A, zinc coating; 24 gage (6 mm) core steel, shop
pre -coated to match standing seam roofing.
B. Prepainted, Metallic -Coated Steel Sheet: Steel sheet metallic coated by the hot -dip process and
prepainted by the coil -coating process to comply with STM A 7551A 755M.
1. Zinc -Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G90 (Z275) coating
designation; structural quality.
2. Exposed Finishes: Apply the following coil coating:
a. Factory Prime Coating: Where painting after installation is indicated, provide
pretreatment and white or light-colored, factory -applied, baked -on epoxy primer coat;
with a minimum dry film thickness of 0.2 mil (0.005 mm).
b. Silicon ized-Polyester Coating: Epoxy primer and silicone -modified, polyester -
enamel topcoat; with a dry film thickness of not less than 0.2 mil (0.005 mm) for
primer and 0.8 mil (0.02 mm) for topcoat.
1) Color: As selected by Architect from manufacturer's full range.
2.3 ACCESSORIES
A. Fasteners: Same material and finish as flashing metal, with soft neoprene washers.
B. Underlayment: ASTM D226, No. 15 asphalt saturated roofing felt.
C. Primer: Zinc chromate.
SHEET METAL FLASHING AND TRIM
Section 07620 Page 3
REROOF OF BUILDING C AT MUNICIPAL HILL
CITY OF LUBBOCK
D. Protective Backing Paint: Zinc chromate alkyd.
E. Sealant: Specified in Section 07900.
F. Bedding Compound: Butyl type.
G. Plastic Cement: ASTM D4586, Type 1.
H. Reglets: Galvanized steel.
I. Solder: ASTM B32; 50/50 type.
J. Flux: FS O-F-506.
2.4 FABRICATION
0303
A. General: Custom fabricate sheet metal flashing and trim to comply with recommendations in
SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other
characteristics of item indicated. Shop fabricate items where practicable. Obtain field
measurements for accurate fit before shop fabrication.
B. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with performance
requirements, but not less than that specified for each application and metal.
C. Fabricate sheet metal flashing and trim without excessive oil canning, buckling, and tool marks and
true to line and levels indicated, with exposed edges folded back to form hems.
D. Sealed Joints: Form nonexpansion but movable joints in metal to accommodate elastomeric
sealant to comply with SMACNA recommendations.
E. Expansion Provisions: Where lapped or bayonet -type expansion provisions in the Work cannot be
used, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep,
filled with elastomeric sealant concealed within joints.
F. Conceal fasteners and expansion provisions where possible on exposed -to -view sheet metal
flashing and trim, unless otherwise indicated.
G. Fabricate cleats and attachment devices from same material as accessory being anchored or from
compatible, noncorrosive metal.
1. Thickness: As recommended by SMACNA's "Architectural Sheet Metal Manual" and FMG
Loss Prevention Data Sheet 1-49 for application but not less than thickness of metal being
secured.
2.5 MISCELLANEOUS MATERIALS
A. General: Provide materials and types of fasteners, solder, welding rods, protective coatings,
separators, sealants, and other miscellaneous items as required for complete sheet metal flashing
and trim installation.
B. Fasteners: Wood screws, annular threaded nails, self -tapping screws, self-locking rivets and bolts,
and other suitable fasteners designed to withstand design loads.
1. Exposed Fasteners: Heads matching color of sheet metal by means of plastic caps or
factory -applied coating.
2. Fasteners for Flashing and Trim: Blind fasteners or self -drilling screws, gasketed, with
hex washer head.
3. Blind Fasteners: High -strength aluminum or stainless -steel rivets.
EI
C. Solder for Lead: ASTM B 32, Grade Sn50, 50 percent tin and 50 percent lead.
D. Burning Rod for Lead: Same composition as lead sheet.
SHEET METAL FLASHING AND TRIM t
Section 07620 Page 4
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
E. Sealing Tape: Pressure -sensitive, 100 percent solids, polyisobutylene compound sealing tape with
release -paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape.
F. Butyl Sealant: ASTM C 1311, single -component, solvent -release butyl rubber sealant,
polyisobutylene plasticized, heavy bodied for hooked -type expansion joints with limited movement.
G. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application.
2.6 FINISH
A. Prepare surfaces in accordance with Section 09900.
B. Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness
of 15 mil (0.4 mm).
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations,
dimensions and other conditions affecting performance of work.
1. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely
anchored.
2. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION, GENERAL
A. General: Anchor sheet metal flashing and trim and other components of the Work securely in
place, with provisions for thermal and structural movement. Use fasteners, solder, welding rods,
protective coatings, separators, sealants, and other miscellaneous items as required to complete
sheet metal flashing and trim system.
1. Torch cutting of sheet metal flashing and trim is not permitted.
B. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect
against galvanic action by painting contact surfaces with bituminous coating or by other permanent
separation as recommended by fabricator or manufacturers of dissimilar metals.
1. Coat side of lead sheet metal flashing and trim with bituminous coating where flashing and
trim will contact wood, ferrous metal, or cementitious construction.
2. Underlayment: Where installing metal flashing directly on cementitious or wood
substrates, install a course of felt underlayment and cover with a slip sheet or install a
course of polyethylene underlayment.
3. Bed flanges in thick coat of asphalt roofing cement where required for waterproof
performance.
C. Install exposed sheet metal flashing and trim without excessive oil canning, buckling, and tool
marks.
D. Install sheet metal flashing and trim true to line and levels indicated. Provide uniform, neat seams
with minimum exposure of solder, welds, and elastomeric sealant.
E. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify
shapes and dimensions of surfaces to be covered before fabricating sheet metal.
1. Space cleats not more than 12 inches (300 mm) apart. Anchor each cleat with two
fasteners. Bend tabs over fasteners.
F. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space
movement joints at a maximum of 10 feet (3 m) with no joints allowed within 24 inches (600 mm) of
corner or intersection. Where lapped or bayonet -type expansion provisions cannot be used or
would not be sufficiently watertight, form expansion joints of intermeshing hooked flanges, not less
than 1 inch (25 mm) deep, filled with elastomeric sealant concealed within joints.
SHEET METAL FLASHING AND TRIM
Section 07620 Page 5
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REROOF OF BUILDING C AT MUNICIPAL HILL
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0303
G. Fasteners: Use fasteners of sizes that will penetrate substrate not less than 1-1/4 inches (32 mm)
for nails and not less than 3/4 inch (19 mm) for wood screws.
1. Galvanized or Prepainted, Metallic -Coated Steel: Use stainless -steel fasteners.
2. Aluminum: Use aluminum or stainless steel fasteners.
3. Copper Use copper or stainless steel fasteners.
4. Stainless Steel: Use stainless -steel fasteners.
H. Seal joints with elastomeric sealant as required for watertight construction.
1. Where sealant -filled joints are used, embed hooked flanges of joint members not less than
1 inch (25 mm) into sealant. Form joints to completely conceal sealant. When ambient
temperature at time of installation is moderate, between 40 and 70 deg F (4 and
21 deg C), set joint members for 50 percent movement either way. Adjust setting
proportionately for installation at higher ambient temperatures. Do not install sealant -type
joints at temperatures below 40 deg F (4 deg C).
2. Prepare joints and apply sealants to comply with requirements in Division 7 Section "Joint
Sealants."
Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges of
sheets to be soldered to a width of 1-1/2 inches (38 mm) except where pretinned surface would
show in finished Work.
1. Where surfaces to be soldered are lead coated, do not tin edges, but wire brush lead
coating before soldering.
2. Lead -Coated Copper Soldering: Wire brush edges of sheets before soldering.
3. Do not use open -flame torches for soldering. Heat surfaces to receive solder and flow
solder into joints. Fill joints completely. Completely remove flux and spatter from exposed
surfaces.
3.3 ROOF DRAINAGE SYSTEM INSTALLATION
A. General: Install sheet metal roof drainage items to produce complete roof drainage system
according to SMACNA recommendations and as indicated. Coordinate installation of roof
perimeter flashing with installation of roof drainage system.
B. Hanging Gutters: Join sections with riveted and soldered joints or with lapped joints sealed with
elastomeric sealant. Provide for thermal expansion. Attach gutters at eave or fascia to firmly
anchored gutter brackets straps spaced not more than 36 inches (900 mm) apart. Provide end
closures and seal watertight with sealant. Slope to downspouts.
1. Fasten gutter spacers to front and back of gutter.
2. Loosely lock straps to front gutter bead and anchor to roof deck.
3. Anchor and loosely lock back edge of gutter to continuous eave or apron flashing.
4. Anchor back of gutter that extends onto roof deck with cleats spaced not more than 24
inches (600 mm) apart.
5. Anchor gutter with spikes and ferrules spaced not more than 24 inches (600 mm) apart.
6. Install gutter with expansion joints at locations indicated but not exceeding 50 feet (15.24
m) apart. Install expansion joint caps.
C. Downspouts: Join sections with 1-1/2-inch (38-mm) telescoping joints. Provide fasteners designed
to hold downspouts securely 1 inch (25 mm) away from walls; locate fasteners at top and bottom
and at approximately 60 inches (1500 mm) o.c. in between.
1. Provide elbows at base of downspout to direct water away from building.
2. Connect downspouts to underground drainage system indicated.
D. Expansion -Joint Covers: Install expansion -joint covers at locations and of configuration indicated.
Lap joints a minimum of 4 inches (100 mm) in direction of water flow.
E. Splash Pans: Install where downspouts discharge on low -sloped roofs. Set in asphalt roofing
cement compatible with roofing membrane.
SHEET METAL FLASHING AND TRIM
Section 07620 Page 6 ;
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' REROOF OF BUILDING C AT MUNICIPAL HILL 0303
( CITY OF LUBBOCK
3.4 ROOF FLASHING INSTALLATION
A. General: Install sheet metal roof flashing and trim to comply with performance requirements, sheet
- metal manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal
i Manual." Provide concealed fasteners where possible, set units true to line, and level as indicated.
Install work with laps, joints, and seams that will be permanently watertight.
B. Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations in
FMG Loss Prevention Data Sheet 1-49 for specified wind zone and as indicated.
1. Interlock bottom edge of roof edge flashing with continuous cleats anchored to substrate at
24-inch (600-mm) centers.
C. Pipe or Post Counterflashing: Install counterflashing umbrella with close -fitting collar with top edge
flared for elastomeric sealant, extending a minimum of 4 inches (100 mm) over base flashing.
Install stainless steel draw band and tighten.
D. Counterflashing: Coordinate installation of counterflashing with installation of base flashing. Insert
counterflashing in reglets or receivers and fit tightly to base flashing. Extend counterflashing 4
inches (100 mm) over base flashing. Lap counterflashing joints a minimum of 4 inches (100 mm)
and bed with elastomeric sealant.
1. Secure in a waterproof manner by means of anchor and washer at 36-inch (900-mm) centers.
E. Roof -Penetration Flashing: Coordinate installation of roof -penetration flashing with installation of
roofing and other items penetrating roof. Install flashing as follows:
1. Turn lead flashing down inside vent piping, being careful not to block vent piping with flashing.
2. Seal with elastomeric sealant and clamp flashing to pipes penetrating roof except for lead
flashing on vent piping.
3.5 WALL FLASHING INSTALLATION
A. General: Install sheet metal wall flashing to intercept and exclude penetrating moisture according
to SMACNA recommendations and as indicated. Coordinate installation of wall flashing with
installation of wall -opening components such as windows, doors, and louvers.
3.6 MISCELLANEOUS FLASHING INSTALLATION
A. Overhead -Piping Safety Pans: Suspend pans from pipe and install drain line to plumbing waste or
drain line.
Equipment Support Flashing: Coordinate installation of equipment support flashing with installation
of roofing and equipment. Weld or seal flashing with elastomeric sealant to equipment support
member.
3.7 CLEANING AND PROTECTION
A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering.
Clean and neutralize flux materials. Clean off excess solder and sealants.
C. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are
installed. On completion of installation, clean finished surfaces, including removing unused
fasteners, metal filings, pop rivet stems, and pieces of flashing. Maintain in a clean condition
j during construction.
D. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond
successful repair by finish touchup or similar minor repair procedures.
END OF SECTION
- SHEET METAL FLASHING AND TRIM
Section 07620 Page 7
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t
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CITY OF LUBBOCK
SECTION 07631
PRE -FINISHED SHEET METAL GUTTERS AND DOWNSPOUTS
PART 1 GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
contract general provisions, including general and supplementary conditions, and other documents or
contract modifications incorporated into and made part of the contract by inclusion or reference, apply to
this section.
1.1 SECTION INCLUDES
A. Pre -coated Galvanized steel gutters and downspouts.
B. Precast concrete splash pads.
1.2 RELATED SECTIONS
A. Section 07620 - Sheet Metal Flashing and Trim.
B. Section 09900 - Painting: Field painting of metal surfaces.
1.3 REFERENCES
A. ASTM A167 - Stainless and Heat -Resisting, Chromium -Nickel Steel Plate.
B. ASTM A446 - Steel Sheet, Zinc Coated, (Galvanized) by the Hot -Dip Process, Structural (Physical)
Duality.
C. FS TT-C-494 - Coating Compound, Bituminous, Solvent Type, Acid Resistant.
D. SMACNA - Architectural Sheet Metal Manual.
1.4 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Shop Drawings: Indicate locations, configurations, jointing methods, fastening methods, locations,
and installation details.
C. Product Data: Provide data on prefabricated components.
D. Samples: Submit two samples, six (6) inches long illustrating component design, finish, color, and
configuration.
1.5 QUALITY ASSURANCE
A. Conform to SMACNA Manual for sizing components for rainfall intensity determined by a storm
occurrence of 1 in 5 years.
B. Maintain one copy of each document on site.
1.6 REGULATORY REQUIREMENTS
A. Conform to IBC code for size and method of rain water discharge.
PRE -FINISHED SHEET METAL GUTTERS AND DOWNSPOUTS
Section 07631 Page 1
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CITY OF LUBBOCK
1.7 DELIVERY, STORAGE, AND HANDLING
03031-,
A. Deliver, store, protect and handle products to site under provisions of Section 01600.
B. Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and to provide
ventilation. Slope to drain.
C. Prevent contact with materials during storage which may cause discoloration, staining, or damage.
1.8 COORDINATION
A. Coordinate work under provisions of Section 01040.
B. Coordinate the work with downspout discharge pipe inlet.
PART PRODUCTS
2.1 MATERIALS
A. Pre -Coated Galvanized Steel: ASTM A446, Grade A, zinc coating; 24 gage core steel, shop pre -
coated with color as selected.
2.2 COMPONENTS
A. Gutters: SMACNA Square style profile.
B. Downspouts: SMACNA Square profile.
C. Accessories: Profiled to suit gutters and downspouts.
D. Splash Pads: Precast concrete type, of size and profiles indicated; minimum 3000 psi (21 Mpa) at
28 days, with minimum 5 percent air entrainment.
E. Downspout Boots: Cast iron by McKinley. Rectangular type DSB in iron with coat of rust inhibitive
primer, size 4" x 4" x 36" tall to fit downspout.
2.3 ACCESSORIES
A. Anchorage Devices: SMACNA requirements.
B. Gutter Supports: Straps.
C. Downspout Supports: Straps.
D. Fasteners: Galvanized steel, with soft neoprene washers. Finish exposed fasteners same as
flashing metal.
E. Primer: Zinc chromate type.
F. Protective Backing Paint: Zinc chromate alkyd.
2.4 FABRICATION
A. Form gutters and downspouts of profiles and sizes indicated, to SMACNA requirements. €-
B. Fabricate with required connection pieces.
I
PRE -FINISHED SHEET METAL GUTTERS AND DOWNSPOUTS
Section 07631 Page 2
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CITY OF LUBBOCK
C.
Form sections square, true, and accurate in size, in maximum possible lengths, free of distortion or
defects detrimental to appearance or performance. Allow for expansion at joints.
D.
Hem exposed edges of metal.
E.
Fabricate gutter and downspout accessories; solder watertight.
2.5 FINISHES
A.
Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness
of 15 mil.
PART 3
EXECUTION
3.1 EXAMINATION
A.
Verify that surfaces are ready to receive work.
�-`
3.2 INSTALLATION
A.
Install gutters, downspouts, and accessories in accordance with manufacturer's instructions.
B.
Join lengths with formed seams sealed watertight. Flash and seal gutters to downspouts and
accessories.
C.
Slope gutters 1/8 inch per foot minimum.
D.
Seal metal joints watertight.
E.
Connect downspouts to downspout boots. Seal connection watertight.
F.
Set splash pads under downspouts. Secure in place with two #3 dowels x 8" long set in epoxy
filled holes each end.
END OF SECTION
r
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PRE -FINISHED SHEET METAL GUTTERS AND DOWNSPOUTS
Section 07631 Page 3
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rrt^ SECTION 07900
JOINT SEALERS
PART 1 GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
contract general provisions, including general and supplementary conditions, and other documents or
's contract modifications incorporated into and made part of the contract by inclusion or reference, apply to
this section.
x
1.1 SECTION INCLUDES
A.
Preparing substrate surfaces.
B.
Sealant and joint backing.
1.2 RELATED SECTIONS
A.
Section 02520 - Portland Cement Concrete Paving: Sealants required in conjunction with paving
B.
Section 03300 - Cast in Place Concrete: Sealants required in conjunction with cast -in -place
concrete.
C.
Section 06610 - Glass Fiber and Resin Fabrications: Sealants required in conjunction with FRP
components.
D.
Section 07531 - Elastomeric Sheet Roofing: Sealants required in conjunction with roofing.
E.
Section 08115 - Custom Steel Frames: Sealants in door frames.
required conjunction with
F.
Section 08800 - Glazing: Sealants required in conjunction with glazing methods.
C1.3
REFERENCES
A.
ASTM C790 - Use of Latex Sealing Compounds.
B.
ASTM C804 - Use of Solvent -Release Type Sealants.
C.
ASTM C834 - Latex Sealing Compounds.
D.
ASTM C919 - Use Sealants in Acoustical Applications.
of
E.
F.
ASTM C920 - Elastomeric Joint Sealants.
ASTM D1056 Flexible Cellular Materials Sponge Expanded Rubber.
- - or
G.
ASTM D1565 - Flexible Cellular Materials - Vinyl Chloride Polymers and Copolymers (Open -Cell
Foam).
i
H.
SWRI (Sealant, Waterproofing and Restoration Institute) - Sealant and Caulking Guide
Specification.
1.4 SUBMITTALS
A.
Submit under provisions of Section 01300.
B.
Product Data: Provide data indicating sealant chemical characteristics, performance criteria,
substrate preparation, limitations, and color availability.
C.
Samples: Submit two samples, illustrating sealant colors for selection.
D.
Manufacturer's Installation Instructions: Indicate special procedures, surface preparation, and
JOINT SEALERS
Section 07900 Page 1
0
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0303
perimeter conditions requiring special attention.
1.5 QUALITY ASSURANCE
A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces
and material installation instructions.
B. Perform acoustical sealant application work in accordance with ASTM C919.
C. Maintain one copy of document on site.
1.6 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the Products specified in this section with
minimum three years documented experience.
B. Applicator: Company specializing in performing the work of this section approved by manufacturer.
1.7 ENVIRONMENTAL REQUIREMENTS
A. Maintain temperature and humidity recommended by the sealant manufacturer during and after
installation.
1.8 COORDINATION
A. Coordinate work under provisions of Section 01040.
B. Coordinate the work with all sections referencing this section.
1.9 WARRANTY
A. Provide one year warranty under provisions of Section 01700.
PART2 PRODUCTS
2.1 MANUFACTURERS:
A. Sonneborne Division of Contec
B_ Pecora Chemical Corp
C. Tremco Mfg. Co.
D. Bostik
2.2 ELASTOMERIC JOINT SEALANTS:
A. PRODUCTS: Subject to compliance with requirements, provide one of the following for sealing
exterior and interior joints in vertical surfaces of concrete and masonry; between concrete masonry
and stone; between metal and concrete, mortar, masonry, or stone; interior and exterior perimeter
joints of metal frames in exterior walls; and exterior overhead joints.
1. MULTI -PART NONSAG POLYURETHANE SEALANT: Type M; Grade NS; class 25;
Shore 'A' hardness of minimum 15, maximum 50.
a. Bostik "Chem -Calk 500".
b. Pecora "Dynatrol II".
C. Sonneborn "Sonolastic NP 2".
d. Tremco "Dymeric".
OR
2. ONE -PART NONSAG POLYURETHANE SEALANT: Type S; Grade NS; class 25; Shore
'A' hardness of minimum 15, maximum 50.
a. Bostik "Chem -Calk 900".
b. Pecora "Dynatrol I".
JOINT SEALERS
Section 07900 Page 2
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t CITY OF LUBBOCK
g
C. Sonneborn "Sonolastic NP 1 ".
d. Tremco "Dymonic".
B.
PRODUCTS: Subject to compliance with requirements, provide one of the following for sealing
exterior and interior joints in horizontal surfaces of concrete; between metal and concrete, mortar,
1--
stone, masonry and pavers.
1. MULTI -PART POURABLE POLYURETHANE SEALANT: Type M; Grade P; class 25;
-
Shore 'A' hardness of minimum 15, maximum 50.
a. Bostik "Chem -Calk 550".
b. Momeco "Vulken 255".
C. Tremco "THC-900".
2. ONE -PART POURABLE POLYURETHANE SEALANT: Type S; Grade P; class 25; Shore
'A' hardness of minimum 15, maximum 50.
a. Bostik "Chem -Calk 950".
b. Pecora "Urexpan NR 201".
C. Sonneborn "Sonolastic SL 1".
C.
PRODUCTS: Subject to compliance with requirements, provide one of the following for sealing
interior joints in field -painted vertical and overhead surfaces at perimeter of door frames, gypsum
drywall, plaster and concrete or masonry; and all other interior locations not indicated otherwise.
1. ACRYLIC -EMULSION SEALANT: Single -component, air curing; conforming to ASTM
C835-76; nonstaining, nonbleeding.
€
a. Bostik "Chem -Calk 600".
b. Pecora "AC 20".
C. Sonneborn "Sonolac".
d. Tremco "Tremco Acrylic Latex Caulk'.
D.
COLOR: To match adjacent surfaces.
2.3 ACCESSORIES
A.
Primer: Non -staining type, recommended by sealant manufacturer to suit application.
B.
Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer;
compatible with joint forming materials.
C.
Joint Backing: ASTM D1056; round, closed cell polyethylene foam rod; oversized 30 to 50 percent
larger than joint width.
D.
Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.
PART 3
EXECUTION
3.1 EXAMINATION
A.
1
Verify that substrate surfaces and joint openings are ready to receive work.
[Ji B.
Verify that joint backing and release tapes are compatible with sealant.
3.2 PREPARATION
A.
Remove loose materials and foreign matter which might impair adhesion of sealant.
B.
Clean and prime joints in accordance with manufacturer's instructions.
- C.
Perform preparation in accordance with manufacturer's instructions.
D.
Protect elements surrounding the work of this section from damage or disfiguration.
.J
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JOINT SEALERS
Section 07900 Page 3
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3.3 INSTALLATION
A. Install sealant in accordance with manufacturer's instructions.
B. Measure joint dimensions and size materials to achieve required width/depth ratios.
C. Install joint backing to achieve a neck dimension no greater than 1/3 of the joint width.
D. Install bond breaker where joint backing is not used.
E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.
F. Apply sealant within recommended application temperature ranges. Consult manufacturer when
sealant cannot be applied within these temperature ranges.
G. Tool joints concave.
3.4 CLEANING
A. Clean work under provisions of 01700.
B. Clean adjacent soiled surfaces.
3.5 PROTECTION OF FINISHED WORK
A. Protect finished installation under provisions of Section 01500.
�_3
B. Protect sealants until cured.
END OF SECTION
d
JOINT SEALERS
Section 07900 Page 4 ,
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SECTION 09900 —
PAINTING AND FINISHING
PART 1 GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
contract general provisions, including general and supplementary conditions, and other documents or
contract modifications incorporated into and made part of the contract by inclusion or reference, apply to
this section.
1.1 DESCRIPTION:
A. Provide complete painting and finishing of surfaces throughout interior and exterior of building,
including mechanical and electrical equipment unless otherwise noted not to be painted.
B.. Examine specifications for various other trades and their provisions regarding their painting.
Surfaces that are left unfinished by other sections of specifications shall be painted or finished as a
part of this section.
C. Copper, bronze, chromium plate, nickel, stainless steel, Monel metal, lead, and lead coated copper
shall not be painted or finished except as otherwise specified or scheduled.
D. Other surfaces not to be painted, unless otherwise noted, include pre -cast concrete panels, face
brick; synthetic plaster, pre -finished wall, ceiling, and floor coverings; items with factory applied final
finish; chases; and plenums above suspended ceilings, except as noted otherwise.
1.2 RELATED SECTIONS
A. Submittals - Section 01300
B. Caulking and Sealing - Section 07900
C. Gypsum Drywall - Section 09250
1.3 QUALITY ASSURANCE:
A. Product Labels: Include manufacturer's name, type of paint, stock number, color and label analysis
on label of containers.
B. Field Quality Control: Apply each type of finish required on a representative area or room for
approval of color, texture, quality and workmanship. After approval, these applications shall serve
as standard of quality for entire project.
C. Reference Standards:
ASTM C475-81 Spec. for Joint Treatment Materials for Gypsum Wallboard Construction Fed. Spec.
Equivalents ICI Dulux Paint Centers (ICI) follow:
2416 Ultra -Hide Durus Ext. Acrylic Semi -Gloss Finish TT-P-19C (2) Paint, Acrylic Emulsion:
Exterior
4328 Devshield Int/Ext Alkyd Urethane Gloss Enamel TT-E-489G Enamel, Alkyd, Gloss (For
Exterior and Interior Surfaces)
1516 Ultra -Hide Alkyd Semi -Gloss Int. Wall & Trim Enamel TT-E-509B (2) Enamel, Odorless,
Alkyd, Interior, Semi -gloss, White and Tints
1120 Ultra -Hide Oil/Alkyd Interior Wood Undercoater E-543A(1) Enamel, Interior, Undercoat, Tints
and White
1120 Ultra -Hide Oil/Alkyd Interior Wood Undercoater TT-E-545B (1) Enamel, Odorless, Alkyd,
Interior -Undercoat Flat, Tints and White
4160 Devguard Multi -Purpose Tank & Structural Primer TT-P-645A Primer, Paint, Alkyd Type
1030 Ultra -Hide PVA Int. Primer -Sealer General Purpose Wall Primer Flat TT-P-650C (1) Primer
Coating, Latex Base, Interior White (For Gypsum Wallboard)
3230 Ultra -Hide Buildtex Medium Texture TTC-555-B (1) Coating Textured (For Interior and
Exterior Masonry Surfaces)
PAINTING AND FINISHING
Section 09900 Page 1
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1.4 SAMPLES AND COLORS:
0303
A. Colors, including deep tones, are scheduled. Number of colors to be used on job will be as
scheduled.
B. Prepare two 12" x 12" samples of each color and sheen selected, on properly prepared
paint -out cards or hardboard. Approved samples shall remain at project site.
C. Prepare stained wood samples on type and quality of wood specified for use on project.
D. Submit 12" x 12" samples of drywall textures.
E. Submit paint schedule in accordance with submittal requirements of Section 01300. List each
surface and its proposed paint products and systems.
1.5 SUBSTITUTIONS:
A. Submit substitute paint schedule listing each surface and its proposed products.
B. Submit complete supporting data, specifications, and identifying numbers of each proposed
product.
C. Do not order or deliver materials until Architects approval is obtained.
1.6 DELIVERY AND STORAGE:
A. Deliver materials in original containers with seals unbroken and labels intact.
B. Store materials and equipment in a single lockable area of project site. Provide adequate means to
protect floors and adjacent surfaces of this area from damage.
C. Store clean rags, paint, and solvents in closed metal containers located in designated area.
Dispose of soiled rags daily.
D. Comply with applicable health and fire regulations.
1.7 SCAFFOLDS AND PROTECTION:
A. Provide adequate safe ladders, scaffolds, and stages necessary to complete work.
B. Protect completed finish and painted work, and protect adequate finish surfaces from paint splatter,
spills and stains. Use adequate drop cloths and masking procedures during progress of work.
1.8 EXTRA PAINT: Upon completion of the work, deliver to the Owner one (1) gallon of each color of latex
paint used, and two (2) quarts of each enamel color used
PART2 PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers —Textured Coatings
1. Thoros Product Thorocoat
2. Sonneborne Product Hydrocide Super Color Coat.
3. TCA Product Tex -Coate 600
2.2 MATERIALS:
A. Products specified in Schedule of Painting are as manufactured by ICI Paint Center (ICI), unless j
otherwise indicated; equivalent products of Pittsburgh Paints, DuPont, Sherwin-Williams, Cook and 3
Kelly -Moore may be furnished in lieu of those listed, provided that they are of equal type and
quality.
6_3
PAINTING AND FINISHING
Section 09900 Page 2 1
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B. Materials selected for coating systems shall be products of a single manufacturer unless
otherwise specified.
C. Secondary products such as linseed oil, turpentine and shellacs shall be first line quality products
of a reputable manufacturer.
D. Lead Free Paint: All paint specified for use under this section shall be lead free and mercury free
and shall be in full compliance with Federal Hazardous Substances Act.
2.3 MIXING AND TINTING:
A. Accomplish job site tinting and mixing only when approved by Architect. Use tinting colors
recommended by paint manufacturer for specific type of finish.
B. Thin paints only when specifically allowed be manufacturer: Do not exceed thinning directions.
2.4 JOINT TREATMENT MATERIALS:
A. Compounds: Pre -fill powdered joint compound, taping compound and topping compound,
ASTM C475-70.
B. Joint Tape: Perforated tape, ASTM C475-70.
PART 3 EXECUTION
3.1 INSPECTION:
A. Examine surfaces scheduled to receive paint and finish for conditions that will adversely affect
execution, permanence, or quality of finish work, and which cannot be put into an acceptable
condition through normal preparatory work.
B. Notify Architect in writing of such unacceptable conditions.
C. Do not proceed with surface preparation or coating applications until conditions are suitable.
D. Application of paint or finish to surfaces shall constitute acceptance of that surface.
3.2 GENERAL APPLICATION REQUIREMENTS:
A. The intent of these specifications is to produce highest quality appearance of paint and finish
surfaces. Employ skilled mechanics only.
B. Do not apply exterior paint while surface is damp, or during cold, rainy, or frosty weather, or when
temperature is below 50 deg. F. Avoid painting surfaces exposed to hot sun.
C. Floors and adjacent surfaces, as well as surfaces to be painted, shall be clean before painting.
D. Finish tops, bottoms, and edges of doors same as balance of doors after they are fitted. Seal top,
bottom, opening and hardware recesses immediately after hanging doors.
E. Clean surfaces free of foreign matter before applying paint or finishes.
F. Maintain ambient temperature in building of not less than 60 deg. F. for 24 hours prior to and
minimum of 24 hours after interior painting.
G. Do not paint masonry surfaces with a moisture content exceeding 12%.
H. Provide a minimum of 20 foot candles illumination for surfaces to be painted or finished.
I. Apply materials with adequate ventilation; maintain ventilation in occupied rooms.
PAINTING AND FINISHING
Section 09900 Page 3
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3.3 MECHANICAL AND ELECTRICAL PAINTING REQUIREMENTS:
0303 I
A. Paint metal surfaces, including pipes, conduit, machinery, equipment panels and boxes where
exposed in finished spaces, mechanical rooms or on exterior. Paint equipment Machinery Gray
unless otherwise noted. Paint pipes and conduits to match color of adjacent surfaces unless
otherwise directed by Architect.
B. Metal surfaces delivered with prime coat shall have abrasions touched up and finish coats applied
as specified.
C. Touch up abrasions in factory finishes.
D. Paint exposed underside of cast iron sinks and fixture supporting members or structure with 2 coats
of enamel.
E. Paint galvanized ducts exposed to view on interior of building, including mechanical spaces, in
accordance with painting schedule for galvanized metal.
F. Paint air conditioning grilles, registers, ceiling diffusers and speaker grilles to match color of
adjacent surfaces.
G. Paint exposed conduit supports, clamps, hangers, and exposed conduit and boxes in accordance
with painting schedule.
H. Paint panelboards and other cabinets in accordance with painting schedule to match color of
adjacent surfaces, when located in finished spaces other than closets or mechanicavelectrical
rooms.
I. Paint surfaces inside of ducts, diffusers and other mechanical openings which are exposed to view
flat black.
J. Do not paint nameplates on equipment or labels on doors and frames.
3.4 PREPARATION OF SURFACES:
A. Seal knots, pitch streaks, and sappy spots with 2 lb. cut shellac priming.
B. Fill nail holes, cracks, open joints, and other defects with putty after first coat. Color to match finish.
C. Sand woodwork smooth and clean surface before finishing.
D. Back -prime interior trim and cabinetry with tinted wood primer before installation.
E. Paste wood filler, applied on open grain wood when "set' shall be wiped across grain of wood, then
with grain to secure a clean surface.
F. Coat surfaces to be stained with a uniform coat of stain and wipe excess off.
G. Sand enamel or varnish finish on wood between coats using a fine sandpaper to produce an even,
smooth finish. Thoroughly clean surfaces.
H. Wash metal surfaces with mineral spirits to remove dirt, oil, or grease before applying primer.
Remove rust or scale by wire brushing or sanding clean before painting. Clean marred shop coats
and touch up with primer.
I. Pre -treat galvanized metal surfaces with a crystalline zinc phosphate treatment such as Lithoform,
by American Chemical Paint Co., Ambler, Pa., or Galvaprep #5, by Neilson chemical Co., Detroit,
Mich.
J. Fill scratches, cracks, and abrasions in drywall with a spackling compound flush with adjoining
surface. When dry, sand smooth and seal before application of priming coat. I
PAINTING AND FINISHING ;
Section 09900 Page 4
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K. Fill and sand metal door frames as required to provide a smooth surface before finishing. Touch-
up factory prime coat before applying first coat.
L. Touch-up shop coats on metal surfaces before applying finish.
M. All gypsum board surfaces to receive ceramic the or vinyl wall fabric shall be primed and sealed
before application of adhesive. Primer shall be shellac unless otherwise recommended by adhesive
manufacturer.
N. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise
detrimental to the formation of a durable paint film.
O. Clean surfaces to be painted before applying paint or surface treatments.
3.5 JOINT TREATMENT
A. Treat joints, interior angles, fastener depressions and finishing trim on face -layer wallboard. Pre -fill,
tape, fill and finish in strict accordance with manufacturer's directions. Sand finish coat and leave
surfaces smooth, uniform and free of fins, depressions, cracks and other imperfections. Treat
joints of surfaces to receive ceramic tile or other finish wall material. Treat joints of all exposed
face layers.
3.6 APPLICATION
A. Final coat of paint shall have visual evidence of solid hiding and uniform appearance, and shall be
smooth, free of brush marks, streaks, sags, runs, laps, or skipped areas.
B. Apply paint, stain, and varnish with suitable brushes, or rollers, as recommended by manufacturer.
Spray application will not be allowed.
C. Allow previous coats to thoroughly dry before applying succeeding coats.
D. Edges of paint adjoining other materials or colors shall be sharp and clean with no overlapping.
E. Slightly vary color of successive coats.
F. Sand and dust between each coat as required to remove visual defects.
G. Adjust transparent (natural) finishes to obtain matching appearance between doors and casework.
H. Each coat of paint applied shall be inspected by Architect or his designated representative before
application of succeeding specified coats. Only inspected coats of paint will be considered in
determining number of coats. Provide Architect a report of each coat applied when completed for
inspection to comply with above. Architect reserves right to make revisions within color range of
paint prior to final coat, at no additional cost.
Apply each coat of paint uniformly to minimum wet film (MWF) thickness specified in Schedule, or
as recommended by manufacturer. Additional coats shall be applied if required to produce full
coverage.
3.7 CLEANING AND PATCHING:
A. Upon completion of work, remove paint and varnish spots from floor, glass, and other finished
surfaces. Remove from premises rubbish and accumulated materials. Leave work in clean,
orderly, and acceptable conditions.
B. Spot painting will be allowed to correct soiled or damaged paint surfaces only when touch up spot
will blend into surrounding finish and is invisible to normal viewing. Otherwise, re -coat entire
section to corners or visible stopping point.
. PAINTING AND FINISHING
Section 09900 Page 5
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CITY OF LUBBOCK
s
3.8 SCHEDULE OF PAINTING:
EXTERIOR METAL
First Coat: ICI - 4160 Devguard Multi -Purpose Tank & Structural Primer
Second Coat: ICI - 2406 Dulux Professional Ext. 100% Acrylic Semi -Gloss Finish —or- 4328 Devshield
Int./Ext. Alkyd Urethane Gloss Enamel
Third Coat: ICI - 2406 Dulux Professional Ext. 100% Acrylic Semi -Gloss Finish —or- 4328 Devshield
Int./Ext. Alkyd Urethane Gloss Enamel
NOTE: First coat not required on items delivered with shop coat applied. Use this finish on all exterior
ferrous metal including exposed structural steel.
EXTERIOR GALVANIZED METAL
First Coat: ICI - 4160 Devguard Multi -Purpose Tank & Structural Primer -
Second Coat: ICI - 2406 Dulux Professional Ext. 100% Acrylic Semi -Gloss Finish —or- 4328 Devshield
Int./Ext. Alkyd Urethane Gloss Enamel `
Third Coat: ICI - 2406 Dulux Professional Ext. 100% Acrylic Semi -Gloss Finish —or- 4328 Devshield
Int./Ext. Alkyd Urethane Gloss Enamel
End of Schedule
PAINTING AND FINISHING
Section 09900 Page 6
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CITY OF LUBBOCK
SECTION 15015
TEMPORARY RELOCATION OF ROOFTOP EQUIPMENT (FOR ROOFING OPERATIONS)
PART1 GENERAL —
Related Contract Documents: The contract agreement, the contract drawings, the contract specifications,
contract general provisions, including general and supplementary conditions, and otherdocuments or contract
modifications incorporated into and made part of the contract by inclusion or reference, apply to this section.
1.1 ACTUAL CONDITIONS
A. Data: Obtain data related to existing facilities from existing measurements, notations, and other
observations at the site.
B. Shop Drawings: Show the joining of new Work with existing, illustrating the actual conditions.
1.2 QUALITY ASSURANCE
A. Manufacturers: Firms regularly engaged in manufacture of products of this type whose products
have been in satisfactory use in similar service for not less than 5 years.
B. Installer: Qualified with at least 5 years of successful installation experience on projects with air
conditioning work similar to that required for this project.
C. Comply with requirements and recommendations of SMACNA standards, NFPA 90A, other local
codes and ordinances.
D. NEC Compliance: Comply with the National Electric Code, NFPA 70, as applicable to wiring and
other electrical Work.
E. UL Compliance: Provide components with UL listing and labeling when there is an applicable UL
category.
F. AGA Compliance: Reinstall unit in compliance with American Gas Association National Safety
Standards.
G. Acceptable Manufacturers: Match components of the existing equipment.
PART PRODUCTS
Not Used
PART 3 EXECUTION
3.1 TEMPORARY WORKING ACCESS
A. Remove existing items to provide access for re -roofing Work.
TEMPORARY RELOCATION OF ROOFTOP EQUIPMENT (FOR ROOFING OPERATIONS)
Section 15015 Page 1
REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
B. Reinstall and refinish to new roofing.
3.2 RELOCATION OF EXISTING ROOF -TOP EQUIPMENT
A. General:
1. Modify, remove, or relocate materials and items indicated on the Drawings or required by
the re -roofing Work.
2. Before commencing, establish and mark items jointly with the Contractor's
superintendent, mechanical foreman, electrical foreman, and with the Owner's represen-
tative. Tag items that are to be re -installed and items to be demolished, using a distinc-
tive tag for each of the two categories.
3. Demolition (materials to become property of the Contractor): Remove demolition material
from the Site.
B. Relocations:
1. Repair and restore to good functional condition materials and items scheduled for
relocation and which are damaged during dismantling or reassembly operations.
2. New materials and items of like design and quality may be substituted for materials and
items to be relocated upon approval of Shop Drawings, Product Data, and Samples.
3. Remove carefully, in reverse to original assembly or placement, items which are to be
relocated.
4. Protect items until relocation is complete.
5. Clean and repair and provide new materials, fittings, and appurtenances required to
complete the relocations and to restore to good operative order.
6. Perform the relocation and demolition Work utilizing workers skilled in that particular craft.
C. Damaged Items: Report for further instruction items which are scheduled for relocation,
reinstallation or reuse and are found to be in damaged condition before Work has been started on
dismantling.
D. Discontinued Services:
1. Remove service lines and wiring to items to be removed, salvaged, or relocated.
2. Disconnect, seal, cap or otherwise safely terminate temporarily discontinued services.
Curbs and Duct and Piping Supports:
1. Where existing curbs and duct and piping supports are not compatible with the new
roofing system, provide new curbs and/or supports that are approved by the roofing
system manufacturer. Submit product data and shop drawings.
F. Refrigerant Recovery, Recycling, and Reclamation from Equipment and Piping Containing CFCs,
HCFCs and Other Regulated Refrigerants (Split system equipment, packaged equipment,
refrigerant piping, other refrigerant -containing appurtenances):
1. Split Systems to be Reinstalled: Pump down systems and valve off refrigerant in the unit
condenser or liquid receiver. Where refrigerant cannot be contained within the condenser
or liquid receiver, temporarily pump it into clean, approved refrigerant containers, and
store the containers at the job site.
2. Systems Not to be Reinstalled: Remove the refrigerant, piping, and equipment from the
site of the Work and dispose of it.
TEMPORARY RELOCATION OF ROOFTOP EQUIPMENT (FOR ROOFING OPERATIONS)
Section 15015 Page 2
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REROOF OF BUILDING C AT MUNICIPAL HILL 0303
CITY OF LUBBOCK
3. Comply with Section 608 of the Clean Air Act in removal, handling, and disposal of
refrigerants and equipment.
4. Ownership and Handling of Recovered Refrigerant: Recovered refrigerant shall become
the property of the Contractor.
END OF SECTION
TEMPORARY RELOCATION OF ROOFTOP EQUIPMENT (FOR ROOFING OPERATIONS)
Section 15015 Page 3