HomeMy WebLinkAboutResolution - 2015-R0213 - Contract - Lydick-Hooks Roofing Co - Roof Replacement - 06/25/2015 (3)Resolution No. 2015-RO213
Item No. 5.9
June 25, 2015
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for
and on behalf of the City of Lubbock, Contract No. 12274, for construction costs and services
related to the roof replacement at the fleet maintenance complex as per RFP 15 -12274 -TF, by
and between the City of Lubbock and Lydick -Hooks Roofing Company of Lubbock, Inc., of
Lubbock, 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 25th day of June
ATTEST: _
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Rebec Garza, City Secretary
APPROVED AS TO CONTENT:
Mark Xearwood, Assistant City Manager
APPROVED AS TO FORM:
aur Pratt, Assistant City Attorney
Resolution - Lydick -Hooks Rooting Co. 6.10.15
6.10.15
,2015.
BOND CHECK
BEST RATING
LICENSED IN TEXAS
DATE BY:
CONTRACT AWARD DATE: June 25, 2015
CITY OF LUBBOCK
SPECIFICATIONS FOR
Roof Replacement at Fleet Maintenance Complex
RFP 15-12274-TF
CONTRACT 12274
PROJECT NUMBER: 92238.8302.30000
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City of
Lubbock
TE%AS
CITY OF LUBBOCK
Lubbock, Texas
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City of Lubbock, TX
Purchasing and Contract Management
Contractor Checklist for
RFP 15-12274-TF
Before submitting your bid, please ensure you have completed and included the following documents in the
ordere
listed. The contractor is to submit (1) one original and (1) one copy of every item listed.
1.7
Carefully read and understand the plans and specifications and properly complete the BID
SUBMITTAL FORM. Bid submittal form MUST be completed in blue or black ink or by
typewriter. Signatures must be original, in blue or black ink, and by hand. The bidder binds
himself on acceptance of his bid to execute a contract and any required bonds, according to
the accompanying forms, for performing and completing the said work within the time
stated and for the prices stated below. Include corporate seal and Secretary's signature.
Identify addenda received (if any). Include firm's FEDERAL TAX ID number or Owner's
SOCIAL SECURITY number.
2.7
Include BID BOND or CASHIER'S OR CERTIFIED CHECK as your bid surety. Failure to
provide a bid surety WILL result in automatic rejection of your bid.
3.
Complete and sign the CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT.
Contractor's signature must be original.
4.
Clearly mark the bid number, title, due date and time and Y name and address on the
companyour
outside of the envelope or container.
5.
Ensure your bid is RECEIVED by the City of Lubbock Purchasing and Contract Management
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Office prior to the deadline. Late bids will not be accepted.
6. `"
Complete and sign the SAFETY RECORD QUESTIONNAIRE. All YES" responses must be
explained in detail and submitted with Bid.
7.
Complete and sign the SUSPENSION AND DEBARMENT CERTIFICATION. Include firm's
"FEDERAL TAX ID number or Owner's SOCIAL SECURITY number.
S.
Complete and submit the PROPOSED LIST OF SUB -CONTRACTORS.
DOCUMENTS REQUIRED WITHIN SEVEN BUSINESS DAYS AFTER CLOSING•
9. Complete and submit the FINAL LIST OF SUB -CONTRACTORS.
FAILURE TO PROVIDE ANY OF THE ABOVE MAY RESULT IN YOUR BID BEING
DEEMED NON -RESPONSIVE AND, THEREFORE, NOT FURTHER EVALUATED. PLEASE
INCLUDE THIS COMPLETED PAGE AS THE FIRST PAGE OF YOUR BID SUBMITTAL.
Lydick —Hooks Roofin Co. of Lubbock, Inc.
(Type or Print Company Name)
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1. NOTICE TO OFFERORS
2. GENERAL INSTRUCTIONS TO OFFERORS
3. TEXAS GOVERNMENT CODE § 2269.151
4. PROPOSAL SUBMITTAL FORM — (must be submitted by published due date & time)
4-1. LUMP SUM PRICE PROPOSAL SUBMITTAL FORM
4-2. CONTRACTOR'S STATEMENT OF QUALIFICATIONS
4-3. CITY OF LUBBOCK INSURANCE REQUIREMENT AFFIDAVIT
4-4. SAFETY RECORD QUESTIONNAIRE
4-5. SUSPENSION AND DEBARMENT CERTIFICATION
4-6. PROPOSED LIST OF SUB -CONTRACTORS
5. POST -CLOSING DOCUMENT REQUIREMENTS — (to be submitted no later than seven business days
after the close date when proposals are due)
5-1. FINAL LIST OF SUB -CONTRACTORS
6. PAYMENT BOND
7. PERFORMANCE BOND
8. CERTIFICATE OF INSURANCE
9. CONTRACT
10. GENERAL CONDITIONS OF THE AGREEMENT
11. DAVIS-BACON WAGE DETERMINATIONS
12. SPECIAL CONDITIONS (IF APPLICABLE)
13. SPECIFICATIONS
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NOTICE TO OFFERORS
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NOTICE TO OFFERORS
RFP 15-12274-TF
Sealed proposals addressed to Marta Alvarez, Purchasing Director, City of Lubbock, Texas, will be
received in the office of the Purchasing Director, City Hall, 1625 13th Street, Room 204, Lubbock, Texas,
79401, until 2:00 PM on May 28, 2015 or as changed by the issuance of formal addenda to all planholders, to
furnish all labor and materials and perform all work for the construction of the following described project:
Roof Replacement at Fleet Maintenance Complex
After the expiration of the time and date above first written, said sealed proposals will be opened in the
office of the Purchasing Manager and publicly read aloud. It is the sole responsibility of the proposer to ensure
that his proposal is actually in the office of the Purchasing Manager for the City of Lubbock, before the
expiration of the date above first written.
The Contractor is required to submit one original and one copy of every item listed on the
Contractor Checklist in the proposal submittal.
Proposals are due at 2:00 p.m. on May 28, 2015, and the City of Lubbock City Council will consider
the proposals on June 25, 2015, at the City Hall, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may
be reasonably convenient, subject to the right to reject any or all proposals and waive any formalities. The
successful proposer will be 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 successful proposer will be 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 $50,000. Said statutory bonds shall be issued by a company carrying a current Best Rating of "A" or
better. The bond must be in a form accepted by the City Attorney and must be dated the same as the
Contract Award date.
Offerors are required, whether or not a payment or performance bond is required, to submit a cashier's or
certified check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety
company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the
total amount of the proposal submitted as a guarantee that proposer will enter into a contract and execute all
necessary bonds within ten (10) business days after notice of award of the contract to the Offerror. FAILURE
OF THE PROPOSER TO INCLUDE PROPOSAL SECURITY WITH THE PROPOSAL SUBMITTAL
SHALL CONSTITUTE A NON -RESPONSIVE PROPOSAL AND RESULT IN DISQUALIFICATION
OF THE PROPOSAL SUBMITTAL.
The estimated budget for the project is $152,000.
It shall be each proposer's sole responsibility to inspect the site of the work and to inform Offerror
regarding all local conditions under which the work is to be done. It shall be understood and agreed that all such
factors have been thoroughly investigated and considered in the preparation of the proposal submitted. There will
be a non -mandatory pre -proposal conference on such factors have been thoroughly investigated and considered in
the preparation of the proposal submitted. There will be a pre -proposal conference on May 19, 2015 at 10:00
A.M., in the Citv Hall, 1625 13th Street, Room 204, Lubbock, Texas, 79401.
Attention of each proposer is particularly called to the schedule of general prevailing rate of per diem
wages included in the contract documents on file in the office of the Purchasing and Contract Management
Office of the City of Lubbock, which document is specifically referred to in this notice to offerors. Each
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offerors attention is further directed to Texas Government Code, Chapter 2258, Prevailing Wage Rates, and the
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requirements contained therein concerning the above wage scale and payment by the contractor of the
prevailing rates of wages as heretofore established by owner in said wage scale.
The City of Lubbock hereby notifies all offerors that in regard to any contract entered into pursuant to
this advertisement, minority and women business enterprises will be afforded equal opportunities to submit
proposals in response to this invitation and will not be discriminated against on the grounds of race, color, sex,
disability, or national origin in consideration for an award.
The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -
proposal meetings and proposal openings are available to all persons regardless of disability. If you require
special assistance, please contact the Purchasing and Contract Management Office at (806) 775-2175 write to
Post Office Box 2000, Lubbock, Texas 79457 at least 48 hours in advance of the meeting.
CITY OF LUBBOCK,
.Marta Atvarez
Marta Alvarez
DIRECTOR OF PURCHASING
& CONTRACT MANAGEMENT
GENERAL INSTRUCTIONS TO OFFERORS
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GENERAL INSTRUCTIONS TO OFFERORS
PROPOSAL DELIVERY TIME & DATE
The City of Lubbock is seeking written and sealed competitive proposals to furnish the Roof
Replacement at Fleet Maintenance Complex per the attached specifications and contract documents.
Sealed proposals will be received no later than 2:00 p.m. on May 28, 2015 at the office listed below.
Any proposal received after the date and hour specified will be rejected and returned unopened to the
proposer. Each proposal and supporting documentation must be in a sealed envelope or container
plainly labeled in the lower left-hand corner: "REP 15-12274-TF, Roof Replacement at Fleet
Maintenance Complex" and the proposal opening date and time. Offerors must also include their
company name and address on the outside of the envelope or container. Proposals must be addressed to:
r Marta Alvarez, Director of Purchasing and Contract Management
City of Lubbock
1625 13th Street, Room 204
Lubbock, Texas 79401
1.1 Offerors are responsible for making certain proposals are delivered to the Purchasing Contract
Managers Office. Mailing of a proposal does not ensure that it will be delivered on time or
delivered at all. If proposer does not hand deliver proposal, we suggest that he/she use some sort
of delivery service that provides a receipt.
1.2 Proposals may be delivered in person, by United States Mail, by United Parcel Service, or by
private courier service. Only written proposals submitted in conformance with the Instruction to
Offerrors will be considered responsive and evaluated or award of a Contract.
1.3 The City of Lubbock reserves the right to postpone the date and time for opening proposals
through an addendum.
2 PRE -PROPOSAL MEETING
2.2 For the purpose of familiarizing offerors with the requirements, answering questions, and issuing
addenda as needed for the clarification of the Request for Proposals (RFP) documents, a non -
mandatory pre -proposal conference will be held on May 19, 2015 at 10:00 A.M., in the City Hall,
162513th Street, Room 204, Lubbock, Texas, 79401. All persons attending the meeting will be
asked to identify themselves and the prospective proposer they represent. A site visit may be
scheduled following the pre -proposal meeting.
2.3 It is the proposer's responsibility to attend the pre -proposal meeting though the meeting is not
mandatory. The City will not be responsible for providing information discussed at the pre -
proposal meeting to offerors who do not attend the pre -proposal meeting.
3 ADDENDA & MODIFICATIONS
s 3.1 Any changes, additions, or clarifications to the RFP are made by ADDENDA information
available over the Internet at www.bidsync.com. We strongly suggest that you check for any
addenda a minimum of forty-eight hours in advance of the response deadline.
BUSINESSES WITHOUT INTERNET ACCESS may use computers available at most public
libraries.
3.2 Any proposer in doubt as to the true meaning of any part of the specifications or other documents
may request an interpretation thereof from the Purchasing Manager. At the request of the
proposer, or in the event the Purchasing Manager deems the interpretation to be substantive, the
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interpretation will be made by written addendum issued by the Purchasing Manager. Such
addenda issued by the Purchasing Manager Office will be available over the Internet at
http://www.bidsync.com and will become part of the proposal package having the same binding
effect as provisions of the original RFP. NO VERBAL EXPLANATIONS OR
INTERPRETATIONS WILL BE BINDING. In order to have a request for interpretation
considered, the request must be submitted in writing and must be received by the City of
Lubbock Purchasing Manager Office no later than seven (7) calendar days before the proposal
closing date.
3.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of
Lubbock shall not be legally bound by any explanation or interpretation that is not in writing.
Only information supplied by the City of Lubbock Purchasing Manager Office in writing or in
this RFP should be used in preparing proposal responses. All contacts that a proposer may have
had before or after receipt of this RFP with any individuals, employees, or representatives of the
City and any information that may have been read in any news media or seen or heard in any
communication facility regarding this proposal should be disregarded in preparing responses.
3.4 The City does not assume responsibility for the receipt of any addendum sent to offerors.
EXAMINATION OF DOCUMENTS AND REQUIREMENTS
4.1 Each proposer shall carefully examine all RFP documents and thoroughly familiarize itself with
all requirements before submitting a proposal to ensure that their proposal meets the intent of
these specifications.
4.2 Before submitting a proposal, each proposer shall be responsible for making all investigations
and examinations that are necessary to ascertain conditions and requirements affecting the
requirements of this Request for Proposals. Failure to make such investigations and
examinations shall not relieve the proposer from obligation to comply, in every detail, with all
provisions and requirements of the Request for Proposals.
4.3 Notices of any discrepancies or omissions in these plans, specifications, or contract
documents, shall be given to the Purchasing Manager and a clarification obtained before
the proposals are received, and if no such notice is received by the Purchasing Manager
prior to the opening of proposals, then it shall be deemed that the proposer fully
understands the work to be included and has provided sufficient sums in its proposal to
complete the work in accordance with these plans and specifications. If proposer does not
notify the Purchasing Manager before offering 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 seven (7) calendar days prior to the opening
of proposals.
PROPOSAL PREPARATION COSTS
5.1 Issuance of this RFP does not commit the City of Lubbock, in any way, to pay any costs incurred
in the preparation and submission of a proposal.
5.2 The issuance of this REP 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 proposal shall be paid by the proposer.
THE TEXAS PUBLIC 6 TRADE SECRETS CONFIDENTIAL INFORMATION AND
INFORMATION ACT
6.1 If you consider any portion of your proposal to be privileged or confidential by statute or judicial
decision, including trade secrets and commercial or financial information, clearly identify those
portions.
6.2 Proposals will be opened in a manner that avoids disclosure of the contents to competing offerors
and keeps the proposals secret during negotiations. All proposals are open for public inspection
after the contract is awarded, but trade secrets and confidential information in the proposals are
not open for inspection. Tex. Loc. Govt. Code 252.049(b)
6.3 Marking your entire proposal CONFIDENTIAL/PROPRIETARY is not in conformance with the
Texas Open Records Act.
7 LICENSES PERMITS TAXES
The price or prices for the work shall include full compensation for all taxes, permits, etc. that the
proposer is or may be required to pay.
8 UTILIZATION OF LOCAL BUSINESS RESOURCES
Prospective offerors are strongly encouraged to explore and implement methods for the utilization of
local resources, and to outline in their proposal submittal how they would utilize local resources.
9 CONFLICT OF INTEREST
9.1 The proposer 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 proposal, the proposer certifies and represents to the City the
offeror 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 proposal.
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 offerors shall be thoroughly familiar with all of the requirements set forth on the contract
.a. 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 OFFERORS
It is the intent of the City of Lubbock that all parties with an interest in submitting a proposal on the
project covered by the contract documents be given a reasonable opportunity to examine the documents
and prepare a proposal without charge. The contract documents may be examined without charge as
noted in the Notice to Offerors.
12 PROPOSER INQUIRIES AND CLARIFICATION OF REQUIREMENTS
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12.1 It is the intent and purpose of the City of Lubbock that this request permits competitive
proposals. It shall be the offerors responsibility to advise the Purchasing Manager if any
_. language, requirements, etc., or any combinations thereof, inadvertently restricts or limits the
requirements stated in this RFP to a single source. Such notification must be submitted in
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writing and must be received by the City Purchasing Manager Office no later than seven (7)
calendar days before the proposal closing date. A review of such notifications will be made.
12.2 NO PROPOSER SHALL REQUEST ANY INFORMATION VERBALLY. ALL
REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATION
CONCERNING THIS REQUEST FOR PROPOSALS (RFP) MUST BE SUBMITTED IN
WRITING NO LATER THAN SEVEN (7) CALENDAR DAYS PRIOR TO THE
PROPOSAL CLOSING DATE AND ADDRESSED TO:
Teofilo Flores, Senior Buyer
City of Lubbock
Purchasing and Contract Management Office
1625 13th Street, Room 204
Lubbock, Texas 79401
Fax: 806-775-2164
Email: TKFlores@mylubbock.us
Bidsync: www.bidsvnc.com
TIME AND ORDER FOR COMPLETION
13.1 The construction covered by the contract documents shall be substantially completed within 60
Consecutive Calendar Days from the date specified in the Notice to Proceed issued by the City
of Lubbock to the successful proposer.
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 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.
PAYMENT
All payments due to Contractor shall be made in accordance with the provisions of the General
Conditions of the contract documents.
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 ir, 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.
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i 17 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 TWO years 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 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.
18 PLANS FOR THE CONTRACTOR
1a.. The contractor will, upon written request, be furnished up to a maximum of three sets of plans and
specifications and related contract documents for 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.
19 PROTECTION OF THE WORK
The Contractor shall be responsible for the care, preservation, conservation, and protection of all
materials, 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 proposals have been opened and before the contract has been awarded, to
require of a proposer the following information:
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PIPA
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(a) The experience record of the proposer 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 proposer.
(c) Equipment schedule.
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.
PROTECTION OF SUBSURFACE LINES AND STRUCTURES
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, both known and unknown, 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, and/or the owning utility at the Contractor's
expense.
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 acceptance of the project.
EXPLOSIVES
23.1 The use of explosives will not be permitted
23.2 Explosive materials shall not be stored or kept at the construction site by the Contractor.
CONTRACTOR'S REPRESENTATIVE
The successful proposer shall be required to have a responsible local representative available at all times
while the work is in progress under this contract. The successful proposer 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
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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 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.
26 LABOR AND WORKING HOURS
26.1 Attention of each proposer 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 proposer' attention is further directed to the requirements of
Texas Government Code, Chapter 2258, Prevailing Wage Rates, providing for the payment of
the wage schedules above mentioned and the proposer's obligations thereunder. The inclusion of
the schedule of general prevailing rate of per diem wages in the 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 Sundays 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 Sundays 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 Sundays 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.
26.4 House Bill 2015, signed by the Governor on June 14, 2013 and effective on January 1, 2014,
authorizes a penalty to be imposed on a person who contracts for certain services with a
governmental entity and who fails to properly classify their workers. This applies to
subcontractors as well. Contractors and subcontractors who fail to properly classify individuals
performing work under a governmental contract will be penalized $200 for each individual that
has been misclassified (Texas Government Code Section 2155.001).
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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 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 shall keep a record showing the name and occupation of each worker
employed by the Contractor or subcontractor in the construction of the public work and the
actual per diem wages paid to each worker. This record shall be open at all reasonable hours
to inspection by the officers and agents of the City. 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, $200 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 particular classification as set forth in the
schedule of general prevailing rate of per diem wages included in these contract documents. House
Bill 2015, signed by the Governor on June 14, 2013 and effective on January 1, 2014, authorizes a
penalty to be imposed on a person who contracts for certain services with a governmental entity and
who fails to properly classify their workers. This applies to subcontractors as well. Contractors and
subcontractors who fail to properly classify individuals performing work under a governmental
contract will be penalized $200 for each individual that has been misclassified (Texas Government
Code Section 2155.001).
PROVISIONS CONCERNING ESCALATION CLAUSES
Proposals submitted containing any conditions which provide for changes in the stated proposal 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 proposer without being considered.
PREPARATION FOR PROPOSAL
29.1 The bidder shall submit his bid on forms furnished by the City, and all blank spaces in the
form shall be correctly filled in, stating the price in 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 unit price and the
extended total for a bid item, the unit price will be taken. A bid that has been opened may
not be changed for the purpose of correcting an error in the bid price.
29.2 If the proposal is submitted by an individual, his name must be signed by him or his duly
authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and
address of each member must be given and the proposal signed by a member of the firm,
association or partnership, or person duly authorized. If the proposal is submitted by a company
or corporation, the company or corporate name and business address must be given, and the
proposal signed by an official or duly authorized agent. Powers of attorney authorizing agents or
others to sign proposals must be properly certified and must be in writing and submitted with the
proposal. The proposal shall be executed in ink.
29.3 Each proposal shall be enclosed in a sealed envelope, addressed as specified in the Notice to
Offerors, and endorsed on the outside of the envelope in the following manner:
29.3.1 Proposer's name:
29.3.2 Proposal: RFP 15-12274-TF, Roof Replacement at Fleet Maintenance Complex
30
31
Proposal submittals may be withdrawn and resubmitted at any time before the time set for
opening of the proposals, but no proposal may be withdrawn or altered thereafter.
29.5 Pursuant to Texas Local Government Code 252.043(g), a competitive sealed proposal that
has been opened may not be changed for the purpose of correcting an error in the proposal
price. THEREFORE, ANY CORRECTIONS TO THE PROPOSAL PRICE MUST BE
MADE ON THE PROPOSAL SUBMITTAL FORM PRIOR TO PROPOSAL OPENING.
BOUND COPY OF CONTRACT DOCUMENTS
Proposer understands and agrees that the contract to be executed by proposer shall be bound and include
the following:
(a)
Notice to Offerors.
(b)
General Instructions to Offerors.
(c)
Proposer's Submittal Form.
(d)
Statutory Bonds (if required).
(e)
Contract Agreement.
(f) General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
(i) Insurance Certificates for Contractor and all Sub -Contractors.
(j) All other documents made available to proposer for his inspection in accordance with the Notice
to Offerors.
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.
QUALIFICATIONS OF OFFERORS
The proposer 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 in a satisfactory manner. The proposer may also be required to give a past
history and references in order to satisfy the City of Lubbock about the proposer's qualifications. The
City of Lubbock may make reasonable investigations deemed necessary and proper to determine the
ability of the proposer to perform the work, and the proposer shall furnish to the City of Lubbock all
information for this purpose that may be requested. The proposer's proposal may be deemed not to meet
specifications or the proposal may be rejected if the evidence submitted by, or investigation of, the
proposer fails to satisfy the City of Lubbock that the proposer is properly qualified to carry out the
obligations of the contract and to complete the work described therein. Evaluation of the proposer's
qualifications shall include but not be limited to:
(a) The ability, capacity, skill, and financial resources to perform the work or provide the service
required.
(b) The ability of the proposer 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 proposer.
(d) The quality of performance of previous contracts or services.
(e) The safety record of the Contractor and proposed Sub -Contractors
(f) The experience and qualifications of key project personnel
(g) Past experience with the Owner
Before contract award, the recommended contractor for this project may be required to show that he has
experience with similar projects that require the Contractor to plan his work efforts and equipment needs
with City of Lubbock specifications in mind. Demonstration of experience shall include a complete list
of ALL similar municipal and similar non -municipal current and completed projects for the past five (5)
years for review. This list shall include the names of supervisors and type of equipment used to perform
work on these projects. In addition, the Contractor may be required to provide the name(s) of
supervisor(s) that will be used to perform work on this project in compliance with City of Lubbock
specifications herein.
32 BASIS OF PROPOSALS AND SELECTION CRITERIA
The City uses the Competitive Sealed Proposals procurement method as authorized by the Texas
Legislature and further defined by Texas Local Government Code Section 271.116. The Maximum
Point value is equal to 100 points. The weight factor is 60% for Price, 20% for Contractor
Qualifications, 5% for Record of Performance, and 15% for Construction Time. The selection criteria
used to evaluate each proposal includes the following:
32.1 60% PRICE: The quality of Offerors is not judged solely by a low initial cost proposal or,
conversely, eliminated solely because of a high initial cost proposal. The following is the
formula used when determining price as a factor for construction contract proposals. The lowest
proposal price of all the proposals becomes the standard by which all price proposals are
evaluated. One at a time, each proposal is evaluated by taking the lowest proposal price and
dividing it by the price of the proposal being evaluated. That fraction is then multiplied by the
maximum point value multiplied by the weight of the price factor for the price score. For
Example: (Lowest Price/Current Proposal Price) x Maximum Point Value x Weight Factor =
Price Score.
32.2 20% CONTRACTOR QUALIFICATIONS: When evaluating a contractor's qualifications,
the City uses the "Contractor's Statement of Qualifications" attached within and past experience
with the contractor. The City may also interview the job superintendent at a time to be named
after receipt of proposals. This criterion is subjectively evaluated and the formula is as follows:
(Points X Weight = Score) with a maximum of five points allowable. Each evaluator assigns
points based upon the responses the contractor provides in the "Contractor's Statement of
Qualifications" And any past experience with the contractor. The "Contractor's Statement of
Qualifications" is a minimum, and you may provide additional pertinent information relevant to
the project for which you are submitting this proposal.
32.3 5% RECORD OF PERFORMANCE: This criterion is also more subjectively evaluated and
the formula is as follows: (Points X Weight = Score). Each evaluator assigns points based upon
the responses you provide in your "Safety Record Questionnaire" and the Contractors
Experience Modification Ratio. The Contractor must submit this ratio with his bid. Contractors
with an Experience Modification Ratio greater than 1 will be given a zero. The City may
consider any incidents involving worker safety or safety of Lubbock residents, be it related or
caused by environmental, mechanical, operational, supervision or any other cause or factor under
the contractor's control. Evaluators base their rating primarily upon how well you document
10
_ previous offenses with the date of the offense, location where the offense occurred, type of
offense, final disposition of the offense, and any penalty assessed as well as the Experience
Modification Ratio
32.4 15% CONSTRUCTION TIME: This criterion is, as with price, objective and evaluators use
the following formula when determining construction time as a factor for construction contract
proposals. The lowest construction time proposal of all the proposals becomes the standard by
which all the construction time proposals are evaluated. One at a time, each proposal is
evaluated by taking the lowest construction time and dividing it by the construction time of the
proposal being evaluated. That fraction is then multiplied by the maximum point value
multiplied by the weight of the construction time factor for the construction time score. For
example: (Lowest construction time/Current Proposal construction time) x Maximum Point
Value x Weight Factor = Construction Time Score
32.5 EVALUATION PROCESS: Evaluators independently review and score each proposal. The
committee meets, during which time the Committee Chairperson totals the individual scores. If
the individual scores are similar, the Chairperson averages the scores then ranks offerors
accordingly. If the scores are significantly diverse, the Chairperson initiates and moderates
discussion to determine the reasons for the differences and ensures that all evaluators are fully
knowledgeable of all aspects of the proposals. Scores may then be adjusted by the committee
based on committee discussion. Please note that offerors with higher qualifications scores could
be ranked higher than offerors with slightly better price scores.
32.6 The estimated budget for the construction phase of this project is $152,000.
33 SELECTION
33.1 Selection shall be based on the responsible offeror whose proposal is determined to be the most
advantageous to the City of Lubbock considering the relative importance of evaluation factors
included in this RFP.
33.2 NO INDIVIDUAL OF ANY USING DEPARTMENT (CITY OF LUBBOCK WATER
UTILITIES OR OTHER) 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 REQUEST FOR PROPOSAL.
33.3 The City shall select the offeror that offers the best value for the City based on the published
selection criteria and on its ranking evaluation. The City shall first attempt to negotiate a contract
with the selected offeror. The City and its engineer or architect may discuss with the selected
offeror options for a scope or time modification and any price change associated with the
modification. If the City is unable to negotiate a contract with the selected offeror, the City shall,
formally and in writing, end negotiations with that offeror and proceed to the next offeror in the
order of the selection ranking until a contract is reached or all proposals are rejected.
33.4 In determining best value for the City, the City is not restricted to considering price alone, but
may consider any other factor stated in the selection criteria.
33.5 A proposal will be subject to being considered irregular and may be rejected if it shows
omissions, alterations of form, conditional alternate proposals, additions or alternates in lieu
of the items specified.
r t
2 i
34.
35
ANTI -LOBBYING PROVISION
34.1 DURING THE PERIOD BETWEEN PROPOSAL SUBMISSION DATE AND THE
CONTRACT AWARD, PROPOSERS, INCLUDING THEIR AGENTS AND
REPRESENTATIVES, SHALL NOT DISCUSS OR PROMOTE THEIR PROPOSAL WITH
ANY MEMBER OF THE LUBBOCK CITY COUNCIL OR CITY STAFF EXCEPT UPON
THE REQUEST OF THE CITY OF LUBBOCK PURCHASING DEPARTMENT IN THE
COURSE OF CITY -SPONSORED INQUIRIES, BRIEFINGS, INTERVIEWS, OR
PRESENTATIONS.
34.2 This provision is not meant to preclude bidders from discussing other matters with City Council
members or City staff. This policy is intended to create a level playing field for all potential
bidders, assure that contract decisions are made in public, and to protect the integrity of the bid
process. Violation of this provision may result in rejection of the bidder's bid.
I4,
PREVAILING WAGE RATES
-j
35.1 Offerors are required to comply with Texas Government Code, Chapter 2258, Prevailing Wage
Rates, with respect to the payment of prevailing wage rates for the construction of a public work,
-1
including a building, highway, road, excavation, and repair work or other project development or
improvement, paid for in whole or in part from public funds, without regard to whether the work
is done under public supervision or direction. A worker is employed on a public work if the
worker is employed by the contractor or any subcontractor in the execution of the contract for the
project.
35.2 A worker employed on a public work by or on behalf of the City of Lubbock shall be paid not
less than the general prevailing rate of per diem wages for the work of a similar character in the
locality in which the work is performed, and not less than the general prevailing rate of per diem
-_
wages for legal holiday and overtime work.
35.3 The State of Texas has adopted the Federal Davis -Bacon wage rates for use in Texas pursuant to
and in accordance with the Texas Government Code, Section 2258.022. Bidders may access the
U. S. Department of Labor web site at the following web address to obtain the rates to be used in
Lubbock County:
H
htip://www.wdol.gov/dba.aspx
35.4 It shall be the responsibility of the successful offeror to obtain the proper wage rates from the
web site for the type of work defined in the bid specifications.
t
35.5 A contractor or subcontractor who violates Texas Government Code Section 2258.023 shall pay
to the City of Lubbock $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the contract.
12 J
t
}
t}
i
TEXAS GOVERNMENT CODE 4 2269.151
SELECTING CONTRACTOR FOR CONSTRUCTION
SERVICES THROUGH COMPETITIVE SEALED PROPOSALS
(a) In selecting a contractor through competitive sealed proposals for construction, rehabilitation, alteration, or
repair services for a facility or for construction of a project to which Section 252.043(d-1) applies, a
governmental entity shall follow the procedures prescribed by this section.
(a-1) In this section "facility" means an improvement to real property.
(b) The governmental entity shall select or designate an engineer or architect to prepare construction documents
for the project. The selected or designated engineer or architect has full responsibility for complying with
Chapter 1001 or 1051, Occupations Code, as applicable. If the engineer or architect is not a full-time
employee of the governmental entity, the governmental entity shall select the engineer or architect on the
basis of demonstrated competence and qualifications as provided by Section 2254.004, Government Code.
(c) The governmental entity shall provide or contract for, independently of the contractor, the inspection
services, the testing of construction materials engineering, and the verification testing services necessary for
acceptance of the facility or project by the governmental entity. The governmental entity shall select those
services for which it contracts in accordance with Section 2254.004, Government Code, and shall identify
them in the request for proposals.
(d) The governmental entity shall prepare a request for competitive sealed proposals that includes construction
` documents, selection criteria, estimated budget, project scope, schedule, and other information that
contractors may require to respond to the request. The governmental entity shall state in the request for
proposals the selection criteria that will be used in selecting the successful offeror.
(e) The governmental entity shall receive, publicly open, and read aloud the names of the offerors and, if any
are required to be stated, all prices stated in each proposal. Not later than the 45th day after the date of
opening the proposals, the governmental entity shall evaluate and rank each proposal submitted in relation
r to the published selection criteria.
(f) The governmental entity shall select the offeror that offers the best value for the governmental entity based
on the published selection criteria and on its ranking evaluation. The governmental entity shall first attempt
to negotiate a contract with the selected offeror. The governmental entity and its engineer or architect may
discuss with the selected offeror options for a scope or time modification and any price change associated
with the modification. If the governmental entity is unable to negotiate a contract with the selected offeror,
the governmental entity shall, formally and in writing, end negotiations with that offeror and proceed to the
next offeror in the order of the selection ranking until a contract is reached or all proposals are rejected.
(g) In determining best value for the governmental entity, the governmental entity is not restricted to
considering price alone, but may consider any other factor stated in the selection criteria.
Page Intentionally Left Blank
PROPOSAL SUBMITTAL FORM
Page Intentionally Left Blank
PROPOSAL SUBMITTAL FORM
LUMP SUM PRICE PROPOSAL CONTRACT
DATE: May 28, 2015
PROJECT NUMBER: RFP 15-12274-TF - Roof Replacement at Fleet Maintenance Complex
Proposal of Lydick —Hooks Roofing Co. of Lubbock, Inc. (hereinafter called
Offeror)
To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Ladies and Gentlemen:
The Offeror, in compliance with your Request for Proposals for the construction of the Roof Replacement at
Fleet Maintenance Complex having carefully examined the plans, specifications, instructions to offerors, notice
to offerors 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.
BASE PROPOSAL
rrEM
NO.
DESCRIPTION
UNrr
MATERIALS
LABOR
TOTAL PRICE
Roof Sections A, B, & C: Work shall include removal of
existing roof membrane and insulation down to substrate.
Remove and replace any damaged or deteriorated decking
according to the unit price as specified. Mechanically
$ 7 2 , 816.00
$ 36 , 269.00
$109 , 085.00
fasten specified base sheet per ASCE 7 criteria, adhere
specified tapered insulation board and'/," substrate board as
specified. Fully adhere specified SBS modified base sheet,
and fully adhering one ply of Thermoplastic ElveloyO
sheet. Install new miscellaneous carpentry to parapet wall
1
as specified to provide wall ilashings and new metal coping
LS
cap as specified. Raise all mechanical equipment and
service lines to eight -inch (8") minimum height above
finished roof surface. Provide a twenty (20) year NDL
manufacturer's warranty with no exclusion for up to two-
inch (2") diameter hail events, and a two (2) year
contractor's warranty. Work shall also include all HVAC
and electrical, piping disconnect and reconnection.
Installation shall be as per NRCA, SMACNA, ANSIISPRI,
specifications, details and manufacturer's guidelines.
Exterior Remedial Repairs (All Exterior Elevations): Work
2
shall include the repairs to the texture surfacing as
LS
4,500.00
4,500.00
91000.00
specified.
TOTAL PROPOSAL ITEMS #1 & #2: (S 118,085.00 )
UNIT PRICES
1TEM
DESCRIPTION
UNITOF
MEASURE
Estirnated Quantity
Unit Price
Extended Price
Removal and replacement of any
A
damaged or deteriorated wood
Square
15
$7 . fl0
$ i 05. fl0
decking as described in the plans
Foot
andspecifications.
Removal and replacement of any
B
damaged or deteriorated gypsum
Square
is
decking as described in the plans
Foot
20.00
300.00
andspecifications.
Removal and replacement of any
C
damaged or deteriorated wooden
Board
15
nailers as described in the plans and
Foot
4.00
60.00
specifications.
l f ._ � W"I
1. Contractors proposed CONTRUCTION TIME for completion:
TOTAL CALENDAR DAYS: 49
5
Offeror's Initials
Offeror hereby agrees to commence the work on the above project on a date to be specified in a
written "Notice to Proceed" of the Owner and to substantially complete the project within 60
Consecutive Calendar Days thereafter as stipulated in the specifications and other contract
documents. Offeror hereby further agrees to pay to Owner as liquidated damages the sum of $25 for
each consecutive calendar day in excess of the time set forth herein above for completion of this
project, all as more fully set forth in the general conditions of the contract documents.
Offeror understands and agrees that this proposal submittal shall be completed and submitted in
accordance with instruction number 29 of the General Instructions to Offerors.
Offeror understands that the Owner reserves the right to reject any or all proposals and to waive
any formality in the proposing.
The Offeror agrees that this proposal shall be good for a period of 60 calendar days after the
scheduled closing time for receiving proposals.
The undersigned Offeror hereby declares that he has visited the site of the work and has
carefully examined the plans, specifications and contract documents pertaining to the work covered by
this proposal, and he further agrees to commence work on the date specified in the written notice to
proceed, and to substantially complete the work on which he has proposed; as provided in the contract
documents.
Offerors are required, whether or not a payment or performance bond is required, to submit a
cashier's check or certified check issued by a bank satisfactory to the City of Lubbock, or a proposal
bond from a reliable surety company, payable without recourse to the order of the City of Lubbock in
an amount not less than five percent (5%) of the total amount of the proposal submitted as a guarantee
that offeror will enter into a contract, obtain all required insurance policies, and execute all necessary
bonds (if required) within 10 days after notice of award of the contract to him.
Offeror's Initials
Enclosed with this proposal is a Cashier's Check or Certified Check Enclosed with this
proposal is a Cashier's Check or Certified Check for
Dollars ($ ) or a Proposal Bond in the sum of Five thousand nine hundred four dollars and
Dollars (S 5,904.25 ), which it is agreed shall be collected and retained by the Owner as 25 / 100----
liquidated damages in the event the proposal 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 10 business days after the date of receipt of written notification of
acceptance of said proposal; otherwise, said check or bond shall be returned to the undersigned
upon demand.
Offeror understands and agrees that the contract to be executed by Offeror shall be bound and
include all contract documents made available to him for his inspection in accordance with the Notice
to Offerors.
Pursuant to Texas Local Government Code 252.043(g), a
competitive sealed proposal that has been opened may not
be changed for the purpose of correcting an error in the
proposal price. THEREFORE, ANY CORRECTIONS
TO THE PROPOSAL PRICE MUST BE MADE ON
THE PROPOSAL SUBMITTAL FORM PRIOR TO
PROPOSAL OPENING.
(Seal if Offeror is a Corporation)
ATTEST: -Q,
Secretary andy Ho ks
Offeror acknowledges receipt of the following addenda:
Addenda No.
Date
Addenda No.
Date
Addenda No.
Date
Addenda No.
Date
7
Date: May 28, 2015
uthorized Signature
Reed Hooks
(Printed or Typed Name)
Lydick -Hooks Roofing Co. of Lubbock, Inc.
Company
P.O. Box 2605
Address
Lubbock
Lubbock
City,
County
Texas
79408
State
Zip Code
Telephone: 806
- 765-5577
Fax: 806
765-5581
Email: lydick-hooks@sbcglobal.net
FEDERAL TAX ID or SOCIAL SECURITY
No.
75-0405113
•
BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we Lydick -Hooks Roofing Company of Lubbock Inc.. Lubbok.
Texas, as principal, hereinafter called the "Principal," and SURETEC INSURANCE COMPANY, 1330 Post Oak
Boulevard, Suite 1100, Houston, Tx 77056, as surety, hereinafter called the "Surety," are held and firmly bound
unto City of Lubbock. Texas as obligee, hereinafter called the Obligee, in the sum of Five Percent (5%) of the
Amount Bid by Principal 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.
WHEREAS, the principal has submitted a bid for Roof Replacement at Fleet Maintenance Complex
. \ Project Number. 92238.8302.3000.
NOW, THEREFORE, if the contract be timely awarded to the Principal and the Principal shall within such time as
specified in the bid, enter into a contract in writing or, in the event of the failure of the Principal to enter into such
Contract, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the
amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another
party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full
force and effect.
PROVIDED, HOWEVER, neither Principal nor Surety shall be bound hereunder unless Obligee prior to execution
of the final contract shall furnish evidence of financing in a manner and form acceptable to Principal and Surety that
financing has been firmly committed to cover the entire cost of the project.
SIGNED, sealed and dated this 28th day of May, 2011.S.
LYDICK-HOOKS ROOFING COMPANY OF LUBBOC
(Principal)
TITLE:
SureTec Insurance Companv
BY:
n Carnes, Attorney -in -Fact
Bid Bond uncapped_text Rev 1.1.06
POA H: 4221012
SureTec Insurance Company
LIMITED POWER OF ATTORNEY
Know All Men by 77tese Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and
existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents
make, constitute and appoint
Joan Carnes, Lance Murfee, Wm E. Murfee, Jr.
its true and lawful Attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge
and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the
conditions of contracts and consents of surety for:
Two Million Five Hundred Thousand and 00/100 Dollars ($2,500,000.00)
and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate
seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney -in -Fact may do in the
premises. Said appointment shall continue in force until W01201e and is made under and by authority of the following
resolutions of the Board of Directors of the SureTec Insurance Company:
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is
hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys) -in -Fact to represent and act for and on
behalf of the Company subject to the following provisions:
Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney -in -Fact shall be binding upon the Company as if signed by the President and scaled and effected by the Corporate Secretary.
Be It Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or
any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid
and binding upon the Company with respect to any bond or undertaldng to which it is attached. (Adopted at a meeting held on 2t7`r' of April,
1999.)
In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal
to be hereto affixed this 21st day of March, A.D. 2013.
SURETEC INSURANCE COMPANY
FtAAtG+FC�
war X 11 By:
w u+ John Vol Jr: resident
State of Texas ss:
County of Harris
On this 21st day of March, A.D. 2013 before me personally came John Knox Jr., to me known, who, being by me duly swam, did depose and say, that he
resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above
instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the
Board of Directors of said Company, and that he signed his name thereto by like order.
.............
JACQUELYN MM=NADO
Notary Public
state of Texas
0,S-K My Comm. Exp. 511tl12a17 Jacq elyn Maldonado, Notary Public
My commission expires May 18, 2017
1, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy
of a Power of Attorney, executed by said Company, which is still in full force and cffect; and furthermore, the resolutions of the Board of Directors, set
out in the Power of Attorney are in full force and effecL
Given under my hand and the seal of said Company at Houston, Texas this 2 8 th day of May y� y 2 0 I S , A.D.
. Bredt Beatyl Assistant Secretary
Any instrument Issued in excess of the penalty stated above Is totally void and without any validity.
For verlfication of the authority of this power you may call (713) 812.0800 any business day between 8:00 am and 5:00 pm CST.
.S.
SureTec
THIS RIDER MODIFIES COVERAGE TERMS IN THE BOND TO WHICH IT IS
ATTACHED
To obtain information, make a complaint or assert a claim, or if you have a dispute concerning your premium,
you should call the Surety's toil free telephone number for information at: (866) 732-0099. You may also write
to the Surety at:
SureTec Insurance Company
9737 Great Hills Trail, Suite 320
Austin, Tx 78759
512-732-00"
-----------------------------------------------------------------------------------------------------------------------------
Terrorism Risk Exclusions
Notwithstanding anything to the contrary in the Construction Contract and Bond, the Bond to which this Rider
is attached does not provide coverage for, and the surety thereon shall not be liable for, acts of terrorism, riot,
civil insurrection, acts of war or armed hostilities or other national or international calamity, directly or
indirectly frustrating performance of, or directly or indirectly causing any loss or damage under, the
Construction Contract for which this Bond was issued.
------------------------------------------------------------------------------------------------------------------
Important Notice Regarding
Calculation of Premium
Adjustments to the contract price entitle the Surety to adjust premium charged. Adjustments in premium
charged reflect the adjustment in risk to Surety, not a change in the bond amount. Notwithstanding anything to
y the contrary in the Construction Contract and Bond, adjustments to the contract price or the premium charged
shall not change the bond amount.
CONTRACTORS STATEMENT OF QUALIFICATIONS
Individual contractors and joint ventures submitting a bid must complete the following evaluation information for the
Project. Joint ventures shall be composed of not more than two firms and each firm must complete separate evaluations.
Evaluation information must be submitted at time of bid submittal. Failure to submit the following Bidder Evaluation
information may result in the OWNER considering the bid non -responsive and result in rejection of the bid by the OWNER.
Bidders are to provide any additional information requested by the OWNER.
In evaluating a firm's qualifications, the following major factors will be considered:
A. FINANCIAL CAPABILITY:
For this project, the CONTRACTOR'S financial capability to undertake the project will be determined by the
CONTRACTOR'S ability to secure bonding satisfactory to the OWNER.
B. EXPERIENCE:
Do the organization and key personnel have appropriate technical experience on similar projects?
C. SAFETY:
Does the organization stress and support safety as an important function of the work process?
D. QUALITY OF WORK:
(1) Does the organization have a commitment to quality in every facet of their work - the process as well as
the product?
(2) Does the organization have a written quality philosophy and/or principles that exemplifies their work? If
so, submit as Attachment "A".
(3) Has this organization ever received an award or been recognized for doing "quality" work on a project? If
so, give details under Attachment "A".
E. CONFORMANCE TO CONTRACT DOCUMENTS:
(1) Does the organization have a commitment and philosophy to construct projects as designed and as defined
in the Contract Documents?
The OWNER reserves the right to waive irregularities in determining the firm's qualifications and reserves the right to
require the submission of additional information.
The qualifications of a firm shall not deprive the OWNER of the right to accept a bid, which in its judgement is the lowest
and best bid, to reject any and all bids, to waive irregularities in the bids, or to reject nonconforming, non -responsive, or
conditional bids. In addition, the OWNER reserves the right to reject any bid where circumstances and developments have
in the opinion of the OWNER changed the qualifications or responsibility of the firm.
Material misstatements on the qualifications forms may be grounds for rejection of the firm's bid on this project. Any such
misstatement, if discovered after award of the contract to such firm, may be grounds for immediate termination of the
contract. Additionally, the firm will be liable to the OWNER for any additional costs or damages to the OWNER resulting
from such misstatements, including costs and attorney's fees for collecting such costs and damages.
Complete the following information for your organization:
I
E
Contractor's General Information
Section 3.6
Lydick -Hooks Roofing Co. of Lubbock, Inc.
Randy Hooks
President
45 Years
Lubbock, TX
Reed Hooks Ace Carroll
Vice President Vice President
5 Years 5 Years
Lubbock, TX Lubbock, TX
Lonny Garrett
Superintendent
25 Years
Lubbock, TX
Proposed Project Managers
Organization Doing Business As Lydick -Hooks Roofing Co. of Lubbock, Inc.
Name of Individual
Reed Hooks
Years of Experience as Project Manager
7
Years of Experience with this organization
Number of similar projects as Project Manager
7
20+
Number of similar projects in other positions
NIA
Current Project Assignments
Name of Assignment
Percent of Time Used for
this no ect
Estimated Project
Com letion Date
TTU — Rec. Center
TTU - Engineering Center
10
10
7/15
6/15
Frenship High School
f t0
1 7/15
Reference Contact
Information(listing names indicates ap val to contacting the
names individuals as a reference
Name
Brad Draper
Name
Ivan Jones
Title/ Position
Consultant
Title/ Position
Owner
Organization
Armko
Organization
Ivan Jones Associates
Tele hone
806-781-0738
Telephone
806-786-5318
E-mail
bdraper@,suddenlink.net
E-mail
Project
Sands ISD
Project
Various
Candidate role on
Pro ect Project Manager
Name of Individual
Years of Experience as Project Manager
Years of Experience with this organization
Candidates role
on Pro jProject Manager
ect
None
Number of similar projects as Project Manager
Number of similar projects in other positions
Current Project Assignments
Name of Assignment
Percent of Time Used for
this Project
Estimated Project
Completion Date
Name
Title/ Position
Name
Title/ Position
Organization
Telephone
Organization
Telephone
E-mail
E-mail
No
Candidate role on
Project
Project
Candidate role
on Project
12
Proposed Project Superintendent
J
-
ti
r
Organization Doing Business As
Name of Individual
Lydick -Hooks Roofing Co. of Lubbock, Inc.
Lonny Garrett
Years of Experience as Project Superintendent
Years of Experience with this organization
15+
25+
Number of similar projects as Superintendent
Many
Number of similar projects in other positions
"
Current Project Assignments Overall Superintendent
Name of Assignment
Percent of Time Used for
this Project
Estimated Project
Completion Date
Various
Reference Contact Information listin names indicates a raval to contacting the names individuals as a reference)
Name
Brad Draper
Name
Ivan Jones
Title/ Position
Consultant
Title/ Position
Owner
Organization
Armko
Organization
Ivan Jones Associates
Telephone
806-781-0738
Telephone
806-786-5318
E-mail
bdraper@suddenlink.net
E-mail
Project
Various
Project
I Various
Candidate role on
Project
Superintendent
Candidate role Superintendent
on Pjt roec
None
Name of Individual
Years of Experience as Project Superintendent
Years of Experience with this organization
Number of similar projects as Superintendent
Number of similar projects in other positions
Current Project Assignments
Name of Assignment
Percent of Time Used for
this Project
Estimated Project
Completion Date
Name
Title/ Position
Name
Title/ Position
Organization
Organization
Telephone
Telephone
E-mail
Project
E-mail
Project
Candidate role on
Project
Candidate role
on Project
13
�l Proposed Project Safety Officer
Organization Doing Business As
Name of Individual
Lydick -Hooks Roofing Co. of Lubbock, Inc.
Reed Hooks
Years of Experience as Project Safety Officer
Years of Experience with this organization
7
7
Number of similar projects as Safety Officer 20+ ,
Number of similar projects in other positions N/A
Current Project Assignments
Name of Assignment
Percent of Time Used for
this Project
Estimated Project
Completion Date
TTU — Rec. Center
10
7/ 15
TTU -- Engineering Center
Frenship High School
10
IO
6/15
7/25
Reference Contact
information(listing names indicates a roval to contactingthe
names individuals as a reference
Name
Brad Draper
Name
Ivan Jones
Title/ Position
Consultant
Title/ Position
Owner
Organization
Armko
Organization
Ivan Jones Associates
Telephone
806-781-0738
Telephone
806-786-5318
E-mail
b er uddenlink.net
E-mail
Pro ect
Sands ISD
Project
Various
Candidate role on
Project
Name of individual
Safety Officer
Candidate role
on project
Safety Officer
None
Years of Experience as Project Safety Officer
Years of Experience with this organization
Number of similar projects as Safety Officer
Number of similar projects in other positions
Current Project Assignments
Name of Assignment
Percent of Time Used for
this Pro ect
Estimated Project
Completion Date
Name
Name
Title/ Position
Title/ Position
Organization
Organization
Telephone
Telephone
E-mail
E-mail
Pro ect
Project
Candidate role on
Project
Candidate role
I on Project
14
Proposed Project Quality Control Manager 11
Organization Doing Business As Lydick -Hooks Roofing Co. of Lubbock, Inc.
Name of Individual Reed Hooks
Years of Experience as Quality Control Manager 7
Years of Experience with this organization 7
Number of similar projects as Quality Manager 20+0+
Number of similar projects in other positions N/A
Current Project Assignments
Percent of Time Used for
Estimated Project
Name of Assignment
this Project
Completion Date
TTU — Rec. Center
10
7/15
TTU — Engineering Center
10
6/15
Frenship High School 1 10 1_7/15
Reference Contact Information (listing names indicates ap-roval to contactingthe names individuals as a reference)
Name
Brad Draper
Name
Ivan Jones
Title/ Position
Consultant
Title/ Position
Owner
0 ization
Armko
Organization
Ivan Jones Associates
Telephone
806-781-0738
Tele hone
806-786-5318
E-mail
bdraper@,suddenlink.net
E-mail
Project
I Sands ISD
1!rqject,
I Various
Candidate role on
Candidate role
Project Quality Control Manager
on Project Quality Control Manager
Name of Individual
None
Years of Experience as Quality Control Manager
Years of Experience with this organization
Number of similar projects as Quality Manager
Number of similar projects in other positions
Current Project Assignments
Percent of Time Used for
Estimated Project
Name of Assignment
this Project
Completion Date
INNER= EM=llllllll I I
Name
IF III
Name
Title/ Position
Title/ Position
Organization
Organization
Telephone
Telephone
E-mail
E-mail
Project
Project
Candidate role on
Candidate role
Project
on Project,
15
Contractor's Project Experience and Resources
Organization Doing Business As Lydick -Hooks Roofing Co. of Lubbock, Inc.
Provide a list of major projects that are currently underway, or have been completed within the last ten years on
Attachment A
Provide a completed Project Information form (Attachment B) for projects that have been completed in the last five
ears which sEcifically illustrate the organizations capability to provide best value to the Owner for this pEoject.
Include a completed Project Information form (Attachment B) for projects which illustrate the experience of the
proposed key ersonnel.
Provide a description of your organizations approach to completing this project to provide best value for the Owner.
Including a description of your approach in the following areas:
1. Contract administration
2. Management of subcontractor and suppliers
3. Time management
4. Cost control
5. Quality management
6. Project site safety
7. Managing changes to the project
8. Managing equipment
9. Meetin HUB / MWBE Particil2tion Goal
Provide a list of major ui ment proposed far use on this ro'ect. Attach Additional Information if necess
Equipment Item Primary Use on Project Own BWiill Lease
Asphalt Kettles Providing hot asphalt as needed: X
1 Stockin material X
2 Removing debris
What work will the o!gEization complete using its own resources?
All roofing and sheet metal -related functions
What work does the organization propose to subcontract on thisproject?
Mechanical, Electrical
16
Contractor's Subcontractors and Vendors
Doing Business As
Roofing Co. of Lubbock, Inc.
Provide a list of subcontractors that will provide more than 10 percent of the work (based on contract amounts
Name Work to be Provided Est. Percent HUB/MWBE
of Contract I Firm
Anthonv Mechanical Mechanical 3%
Dent Electric
Provide informa
work experience
Provide a list of
Vendor Name
ion on the proposed key personnel, project experience and a description of past
for each subcontractor listed above using the Project Information Forms.
I for use on this pLoject. Attach Additional Information if ary
Furnish Furnish HUBi
Equipment / Material Provided Only and WBE
Instal! I Firm
17
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City of Lubbock, TX
Insurance Requirement Affidavit
To Be Completed by Offeror
Must be submitted with Proposal
I, the undersigned Offeror, certify that the insurance requirements contained in this proposal document have
been reviewed by me and my Insurance Agent/Broker. if I am awarded this contract by the City of Lubbock, I
will be able to, within ten (l Q) business days aver being notified of such award by the City of Lubbock, furnish
a valid insurance certificate to the City meeting all of the requirements defined in this proposal.
1-
Co ctor (Original Signature)
Reed Hooks
Contractor (Print)
CONTRACTOR'S BUSINESS NAME: Lydick -Hooks Roofing Co. of Lubbock, Inc.
(Print or Type)
CONTRACTOR'S FIRM ADDRESS: P.O. Box 2605
Lubbock, 'TX 79408
NOTE TO CONTRACTOR
If the time requirement specified above is not met, the City has the right to reject this proposal and
award the contract to another contractor. If you have any questions concerning these requirements,
please contact the Director of Purchasing & Contract Management for the City of Lubbock at (806) 775-
2572.
RFP 15-12274-TF - Roof Replacement at Fleet Maintenance Complex
Pau Intentionally Left Blank
H
I
SAFETY RECORD QUESTIONNAIRE
The City of Lubbock City Council desires to avail itself of the benefits of Section 252.0435 of the Local Government
Code, and consider the safety records of potential contractors prior to awarding proposals on City contracts. Pursuant to
Section 252.0435 of the Local Government Code, City of Lubbock has adopted the following written definition and
criteria for accurately determining the safety record of a proposer prior to awarding proposals on City contracts.
The definition and criteria for determining the safety record of a proposer for this consideration shall be:
The City of Lubbock shall consider the safety record of the offerors in determining the responsibility thereof. The City may
consider any incidence involving worker safety or safety of the citizens of the City of Lubbock, be it related or caused by
environmental, mechanical, operational, supervision or any other cause or factor. Specifically, the City may consider, among
other things:
a. Complaints to, or final orders entered by, the Occupational Safety and Health Review Commission (OSHRC),
against the proposer for violations of OSHA regulations within the past three (3) years.
b. Citations (as defined below) from an Environmental Protection Agency (as defined below) for violations within
the past five (5) years. Environmental Protection Agencies include, but are not necessarily limited to, the U.S.
Army Corps of Engineers (USACOE), the U.S. Fish and Wildlife Service (USFWS), the Environmental
Protection Agency (EPA), the Texas Commission on Environmental Quality (TCEQ), the Texas Natural Resource
Conservation Commission (TNRCC) (predecessor to the TCEQ), the Texas Department of State Health Services
(DSHS), the Texas Parks and Wildlife Department (TPWD), the Structural Pest Control Board (SPCB), agencies
of local governments responsible for enforcing environmental protection or worker safety related laws or
regulations, and similar regulatory agencies of other states of the United States. Citations include notices of
violation, notices of enforcement, suspension/revocations of state or federal licenses or registrations, fines
assessed, pending criminal complaints, indictments, or convictions, administrative orders, draft orders, final
orders, and judicial final judgments.
C. Convictions of a criminal offense within the past ten (10) years, which resulted in bodily harm or death.
d. Any other safety related matter deemed by the City Council to be material in determining the responsibility of the
offeror and his or her ability to perform the services or goods required by the proposal documents in a safe
environment, both for the workers and other employees of offeror and the citizens of the City of Lubbock.
In order to obtain proper information from offerors so that City of Lubbock may consider the safety records of potential
contractors prior to awarding proposals on City contracts, City of Lubbock requires that offerors answer the following
three (3) questions and submit them with their proposals:
QUESTION ONE
Has the offeror, or the firm, corporation, partnership, or institution represented by the offeror, or anyone acting for such
firm, corporation, partnership or institution, received citations for violations of OSHA within the past three (3) years?
YES NO X
If the offeror has indicated YES for question number one above, the offeror must provide to City of Lubbock, with its
proposal submission, the following information with respect to each such citation:
Date of offense, location of establishment inspected, category of offense, final disposition of offense, if any, and penalty
assessed.
Offeror's Initials
QUESTION TWO
Has the offeror, or the firm, corporation, partnership, or institution represented by the offeror, or anyone acting for such
firm, corporation, partnership or institution, received citations for violations of environmental protection laws or
regulations, of any kind or type, within the past five years? Citations include notice of violation, notice of enforcement,
suspension/revocations of state or federal licenses, or registrations, fines assessed, pending criminal complaints,
indictments, or convictions, administrative orders, draft orders, final orders, and judicial final judgments.
YES NO X
If the offeror has indicated YES for question number two above, the offeror must provide to City of Lubbock, with its
proposal submission, the following information with respect to each such conviction:
Date of offense or occurrence, location where offense occurred, type of offense, final disposition of offense, if any, and
penalty assessed.
QUESTION THREE
Has the offeror, or the firm, corporation, partnership, or institution represented by offeror, or anyone acting for such firm,
corporation, partnership, or institution, ever been convicted, within the past ten (10) years, of a criminal offense which
resulted in serious bodily injury or death?
YES NO X
If the offeror has indicated YES for question number three above, the offeror must provide to City of Lubbock, with its
proposal submission, the following information with respect to each such conviction:
Date of offense, location where offense occurred, type of offense, final disposition of offense, in any, and penalty
assessed.
QUESTION FOUR
Provide your company's Experience Modification Rate and supporting information: 1
ACKNOWLEDGEMENT
THE STATE OF TEXAS
COUNTY OF LUBBOCK
I certify that I have made no willful misrepresentations in this Questionnaire nor have I withheld information in my
statements and answers to questions. I am aware that the information given by me in this questionnaire will be
investigated, with my full permission, and that any misrepresentations or om' 'ons may cause my proposal to be rejected.
rlvl�
Signature I Reed Hooks
Vice President::
Title
2
SUSPENSION AND DEBARMENT CERTIFICATION
Federal Law (A-102 Common Rule and OMB Circular A-110) prohibits non -Federal entities from contracting with or
making sub -awards under covered transactions to parties that are suspended or debarred or whose principals are
suspended or debarred. Covered transactions include procurement contracts for goods or services equal to or in excess of
$25,000 and all non -procurement transactions (e.g., sub -awards to sub -recipients).
Contractors receiving individual awards of $25,000 or more and all sub -recipients must certify that their organization and
its principals are not suspended or debarred by a Federal agency.
Before an award of $25,000 or more can be made to your firm, you must certify that your organization and its principals
are not suspended or debarred by a Federal agency.
I, the undersigned agent for the firm named below, certify that neither this firm nor its principals are suspended or
debarred by a Federal agency.
COMPANYNAME: Lydick —Hooks Roofing Co. of Lubbock, Inc.
FEDERAL TAX ID or SOCIAL SECURITY; o. 75Q0 05113
Signature of Company
Printed name of company official signing above: Reed Hooks
Date Signed: May 28, 2015
Page Intentionally Left Blank
I
I
w
I
I
I
I
I J1 &*1111 - "'9) Wilr-MIKI9,1003SI
Minority Owned
Company Name Location Services Provided
Yes No
1. Anthony Mechanical Lubbock, TX ,Mechanical
0
2. Dent Electric Lubbock, TX Electrical
X ❑
3.
4.
6.
7.
0 0
S.
0 13
9.
12.
a 0
13.
a 0
14.
0 a
15.
0 a
16.
a 0
THIS FORM SHALL BE COMPLETED AND RETURNED ALONG WITH YOUR PROPOSAL
IF NO SUB -CONTRACTORS WILL BE USED PLEASE INDICATE SO
SUBMITTED BY:
Lydick -Hooks Roofing Co. of Lubbock, Inc.
(PIUNT NAME OF COMPANY)
RFP 15-12274-TF - Roof Replacement at Fleet Maintenance Complex
I
Page Intentionally Left Blank
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M
It
I
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POST -CLOSING DOCUMENT REQUIREMENTS
The below -listed document must be received in the Purchasing Manager Office
Not Later Than SEVEN BUSINESS DAYS after the close date when proposals are due.
If no sub -contractors will be used please indicate so.
FINAL LIST OF SUB -CONTRACTORS
Pate Intentionally Left Blank
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IN
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I
I
1. A
2. D
3.
4.
5.
6.
7.
S.
9.
10.
12.
13.
14.
15.
16.
THIS I
RFP 15-
FINAL LIST OF
y Name Location
Mechanical, Inc. Lubbock, TX
�ctric Lubbock, TX
Services Provided
Mechaical
SUBMITTED BY:
Lydick -Hooks Roofing Co. of Lubbock, Inc.
(PRINT NAME OF COMPANY'
SHALL BE COMPLETED AND RETURNED NOT LAT
DAYS AFTER THE CLOSE DATE WHEN PROPOSA
IF NO SUB -CONTRACTORS WILL BE USED PLEASE
TF - Roof Replacement at Fleet Maintenance Complex
Minority Owned
Yes
No
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
,R THAN SEVEN
LS ARE DUE
INDICATE SO
Pate Intentionally Left Blank
PAYMENT BOND
Page Intentionally Left Blank
I
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STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOtiERNTMENT CODE
(CONTRACTS MORE THAN $100,000)
Lydick -Hooks Ro Qp Com '
I _N'OW ALL IMENI BY THESE PRESENTS, that � T ,_,� ,_ .��nerelAfter cad �e Principal(s),
- �!ve-C�saL..
as Principal(s), and _ SureTec Insurance CoMpany 1330 Post< Oak Bonlevard , S„i re
1100, Houston Texas 77056
(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 One Hundred Eighteen Thousand Eighty -Five Dollars ($118,085
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 contract with the Obligee, dated the 25th
day of .Zane, 2015, to REP 15-12274-TF Roof Replacement at Fleet ?Maintenance Complex
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
full;, 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 faithfully perform the work in accordance with the plans, specifications and contract documents, 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.
I1 WITNESS NN'HEREOI~, the said Principal (s) and Surety (s) have signed and sealed this instrument
this 19th day of August 2015. LYDICK-HOOKS ROOFING
SURETEC INSURANCE COMPANY
Suret. �r
/0
FBv:
Title) 'Joan Carnes
Attorney -In -Fact
COMPANY OF LUBBO K,_ XC_
(Company Name)
By: Reed Honks
(Printed Name)
(S ature)
Vice -President
(Title)
The undersigned surety company represents that it is duly qualified to do business in Texas, and hereb-
designates J E Murfee & Son an agent resident in Lubbock County to whom any requisit
notices may be delivered and on whom service of process may be had in matters arising out of such suretyship.
SURETEC INSURANCE COMPANY
Surety
*By: &,�_ .4 -
Joan Carnes
Attorney -In -Face
Approved as to Form
City of Lubbock
By: AwcVU
ty kttomey
No, If signed by an officer of the Surety Company, there must be on file a certified extract from the by-law
showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have
copy of power of attorney for our files.
STATUTORY PAYMENT BOND PURSITAINT tO'SECTTON 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN 550,000)
Lydick -Hooks Roofing Company
1CitiOt ALL1EN BY THESE PRESENTS, that of Lubbock, Inc(hereinafter called the Principal(s),
as Principal(s), and SureTec Insurance Company, 1330 Post Oak Boulevard
11 .• •. 1
(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 One Hundred Eighteen Thousand Eighty -Five Dollars (S111.085
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 Prutcipal has entered into a certain written contract with the Obligee, dated the 25th
day of dune, 2015, to RFP 15-12274-TF Roof Replacement at Fleet Maintenance Complex
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 p�,-t rSeTeof as
filly 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 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.
N WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument
this 19th day of August 2015. LYDICK-HOOKS ROOFING
SURETEC INSURANCE COMPANY COMPANY OF LUBBOCK, INC.
Surety
"Ey ram,
tle)`-/ -Joan Carnes
Attorney -In -Fact
(Company Name)
By: Reed Hooks
nted Name)
4-
( ignature)
Vice -President
(Title)
The undersigned surety company represents that it is duly qualified to do business in Texas, aDd hereby
designates J E Murfee & Sohn agent resident in Lubbock County to whom any requisite notices may, be
delivered and on whom service of process maybe had in matters arising out of such suretyship.
SURETEC INSURANCE COMPANY
Surety
x By:
1 oan Garnes
Attorney -In -Fact
Approved as to form:
City of Lubbock
By; — �/. X 8*
Cit, A torney
Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-law,
showing that this person has authority to sign such obligation. If signed by an Attorney in Fact; we must have
copy of power of attorney for our files.
PoA #: 4221012
SureTec Insurance Company
LMTED POWER OF ATTORNEY
Snow All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and
existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents
make, constitute and appoint
Joan Carnes, Lance Murfee, Wm E. Murfee, Jr.
its true and lawful Attomey-in-fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge
and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the
conditions of contracts and consents of surety for:
Two Million Five Hundred Thousand and 00/100 Dollars ($2,500,000.00)
and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate
seal of the Company and duly attested by its Secretary, hereby ratifying; and confirming all that the said Attorney -in -Fact may do in.the
premises. Said appointment shall continue in force until 12/31/2016 and is made under and by authority of the following
resolutions of the Board of Directors of the SureTec Insurance Company:
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is
hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on
behalf of the Company subject to the following provisions:
Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledgeand
deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attomey-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or
any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be: valid
and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 2e of April;,
1999)
In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal
to be hereto affixed this 21 st day of March, A.D. 2013.
s paN SURETEC INSURANCE COMPANY
By:
u, : w , >1 iox Jr. resident
State of Texas ss: �� :� C, Y
County of Harris
On this 21st day of March, A.D. 2013 before me personally came John Knox Jr., to me known, who, being by me duly swom, did depose and say, that he
resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above
instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the
Board of Directors of said Company; and that he signed his name thereto by like order.
JACQUELYN MALDONADO
Notary Public
State of Texas
My Comm. Exp. 5/18/2017 Jacq elyn Maldonado, Notary Public
My commission expires May 18, 2017
I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy
of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set
out in the Power of Attorney are in full force and effect.
Given under my hand and the seal of said Company at Houston, Texas this 19th day of August 2015 , A.D.
. Breit Beaty, Assistant Secretary
Any instrument issued in excess of the penalty stated above is totally void and without any validity.
For verification of the authority of this power you may call (713) 812-0800 any business day between 8:00 am and 6:00 pm CST.
STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN $50,000)
KNOW ALL MEN BY THESE PRESENTS, that
as Principal(s), and
(hereinafter called the Principal(s),
(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 One Hundred Eighteen Thousand Eighty -Five Dollars ($118 085
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 contract with the Obligee, dated the 25th
day of June, 2015, to RFP 15-12274-TF Roof Replacement at Fleet Maintenance Complex
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 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 day of 2015.
Surety
*By:
(Title)
(Company Name)
By:
kt ed Name)
A�
(Signature)
(Title)
The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby
designates 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.
Surety
* By:
(Title)
Approved as to form:
City of Lubbock
By:
City Attorney
* 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 Attorney in Fact, we must have
copy of power of attorney for our files.
2
PERFORMANCE BOND
Page Intentionally Left Blank
STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN $100,000)
KNOW ALL MEN BY THESE PRESENTS, that
as Principal(s), and
(hereinafter called the Principal(s),
(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 One Hundred Eighteen Thousand Eighty -Five Dollars ($118 085
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 contract with the Obligee, dated the 25th
day of June, 2015, to RFP 15-12274-TF Roof Replacement at Fleet Maintenance Complex
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 faithfully perform the work in accordance with the plans, specifications and contract documents, 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 day of 2015.
Surety (Company Name)
*By:
(Title)
By:
rinted Name)
ignature)
(Title)
i
The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby ?
designates 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.
Surety
*By:
(Title)
Approved as to Form
City of Lubbock Pill
By. City Attorney 1-
* 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 Attorney in Fact, we must have
copy of power of attorney for our files.
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CERTIFICATE OF INSURANCE
Page Intentionally Left Blank
ACOR" CERTIFICATE OF LIABILITY INSURANCE
DATE(MMlDDlYYYI�
8/19/2015
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsemen s .
PRODUCER
MHBT Inc.
301 Commerce Street, Ste. 2201
Fort Worth TX 76102
CUNT CT Kate Rouse
NAME:
PHONE 77- FAX No : 17- 7- 3480
E-MAIL
ADDRESS:katie r
INSURE S AFFORDING COVERAGE
NAIC #
INSURERA.EmDlgyers Mutual Casualty Company
21415
INSURED
INSURER B:EM6A:SCO Insurance Company
21407
INSURERC:
Lydick Hooks Roofing Co of Lubbock Inc
P O Box 2605
Lubbock TX 79408
INSURER D :
INSURER E
INSURER F :
COVERAGES CERTIFICATE NUMBER: 444224640 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
I�TRR
TYPE OF INSURANCE
INSR
S B RI
POLICY NUMBER
MWDD EFF
MWDD EXP
LIMITS
A
GENERAL LIABILITY
2D0001316
1/1/2015
1/1/2016
EACH OCCURRENCE
$1,000,000
MERCIAL GENERAL LIABILITYDA
AGE T RENTED
PREMISES Ea oa:urrence
_
$100,000CLAIMS-MADE
� OCCUR
It
MED EXP (Any one person)
$5,000
PERSONAL&ADVINJURY
$1,000,000
GENERAL AGGREGATE
$2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER:
PRODUCTS - COMP/OP AGG
$2,000 000
1-1
POLICY X PRO - X LOC
$
B
AUTOMOBILE
LIABILITY
2N0001316
1/1/2015
1/1/2016
Ea accident
$1,000,000
X
BODILY INJURY (Per person)
$
ANY AUTO
ALL OWNED SCHEDULED
AUTOS AUTOS
BODILY INJURY (Per accident)
$
X
PPRO PPEER.dTnDAMAGE
$
NON -OWNED
HIRED AUTOS Ix AUTOS
A
X
UMBRELLA IJAS
X
OCCUR
2V0001316
1/1/2015
1/1/2016
EACH OCCURRENCE
$5,000,000
AGGREGATE
$5,000,000
EXCESS LIAB
CLAIMS -MADE
DED X I RETENTION $10 000
$
A
WORKERS COMPENSATION
2L0001316
1/1/2015
1/1/2016
X WC STATU- OTH-
AND EMPLOYERS' LIABILITY Y / N
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED? N❑
N / A
E.L. EACH ACCIDENT
$1,000,000
E.L. DISEASE - EA EMPLOYEE
$1,000,000
(Mandatory In NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
E.L. DISEASE - POLICY LIMIT
$1,000,000
A
Installation Floater
2Z0001316
1/1/2015
1/1/2016
Any Job Site $1,000,000
$1,000 Deductible
Transit $50,000
Storage Locs $50,000
DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required)
Additional Insured form #CG7650 edition 10/13 applies to the General Liability policy.
Additional Insured form #CG7649 edition 10113 applies to the General Liability policy.
Waiver of subrogation form #CG7555 edition 10/13 applies to the General Liability policy.
Primary & Non -Contributory General Liability form #CG7650 edition 10/13.
Additional Insured form #CA7450 edition 07/14 applies to the Automobile Liability policy.
See Attached...
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
City of Lubbock
ACCORDANCE WITH THE POLICY PROVISIONS.
PO Box 2000
Lubbock TX 79457
AUTHORIZED REPRESENTATIVE
01988-2010 ACORD CORPORATION. All rights reserved.
ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD
No Text
CERTIFICATE OF INSURANCE
TO: CITY OF LUBBOCK DATE:
P.O. BOX 2000, Room 204
LUBBOCK, TX 79457 TYPE OF PROJECT:
THIS IS TO CERTIFY THAT (Name and Address of Insured) is, at the date of this
certificate, insured by this Company with respect to the business operations hereinafter described, for the typed of insurance and in accordance with
the provisions of the standard policies used by this company, the further hereinafter described. Exceptions to standard policy noted hereon.
TYPE OF INSURANCE
POLICY NUMBER
EFFECTIVE
EFFECTIVE
LIMITS
DATE
DATE
GENERAL LIABILITY
❑ Commercial General Liability
General Aggregate $
Claims Made
Products-Comp/Op AGG $
❑ Occurrence
Personal & Adv. Injury $
❑ Owner's & Contractors Protective
Each Occurrence $
❑
Fire Damage (Any one Fire) $
Med Exp (Any one Person)
$
AUTOMOTIVE LIABILITY
Any Auto
Combined Single Limit $
All Owned Autos
Bodily Injury (Per Person) $
❑ Scheduled Autos
Bodily Injury (Per Accident) $
❑ Hired Autos
Property Damage $
Non -Owned Autos
GARAGE LIABILITY
❑ Any Auto
Auto Only - Each Accident $
❑
Other than Auto Only:
Each Accident $
Aggregate $
❑ BUILDER'SRISK
❑ 100% of the Total Contract Price
$
INSTALLATION FLOATER
$
EXCESS LIABILITY
❑ Umbrella Form
Each Occurrence $
Aggregate $
❑ Other Than Umbrella Form
$
WORKERS COMPENSATION AND
EMPLOYERS' LIABILITY
The Proprietor/ ❑ Included
Statutory Limits
Partners/Executive ❑ Excluded
Each Accident $
Officers are:
Disease Policy Limit $
Disease -Each Employee $
OTHER
The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insurer in less
than the legal time required after the insured has received written notice of such change or cancellation, or in case there is no legal requirement, in
less than five days in advance of cancellation.
FIVE COPIES OF THE CERTIFICATE OF INSURANCE
(Name of Insurer)
MUST BE SENT TO THE CITY OF LUBBOCK
The Insurance Certificates Furnished shall name the City of Lubbock as Additional Insured on Auto /General
Liability and provide a Waiver of Subrogation in favor of the City of Lubbock. IT SHALL BE THE CONTRACTOR'S. THE
ADDITIONAL INSURED ENDORSEMENT SHALL INCLUDE PRODUCTS AND COMPLETE OPERATIONS.
M
CONTRACTORCIIECKLIST
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:
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 ADDITIONAL INSURED ON AUTO/GENERAL LIABILITY ON A PRIMARY AND
NON-CONTRIBUTORY BASIS TO INCLUDE PRODUCTS OF COMPLETE OPERATIONS. 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. COPIES OF THE ENDORSEMENTS ARE REQUIRED.
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 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 512-305-7238 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 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) 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:
(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;
(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 (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
(G) 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.
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CONTRACT
Pate Intentionally Left Blank
Contract 12274
STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered into this 251 day of June, 2015, 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 Lydick -Hooks Roofing Company of Lubbock, Inc. of the City of Lubbock,
County of Lubbock, and the State of Texas hereinafter termed CONTRACTOR.
WITNESSETH: That for and in consideration 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:
RFP 15-12274-TF Roof Replacement at Fleet Maintenance Complex
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 Lydick -Hooks Roofing Company of Lubbock, Inc.'s proposal dated
May 28, 2015 is incorporated into and made a part of this 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 proposal 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.
CONTRACTOR: Lydick -Hooks Roofing Company
of Lubbock, Inc.
By:
_ Ak
PRINTED NAME: 'AcrA 11m Li
TITLE: V;c t 'Pre.s der\4
COMPLETE ADDRESS:
LiA66)dt,,Tx 19g 1A
ATTEST:
Corporate ary
ATTEST:
Rebec-16
T Garza, City Secretary
APPROVED AS O CONTENT:
bu� :11
Wesley Everett, Director of Facilities Management
Mark YhuwooLY, AssistanPCity Manager
Chief Infohnation Officer
APPROVED AS TO FORM:
Q.
Laura ratt, Assistant City Attorney
No Text
GENERAL CONDITIONS OF THE AGREEMENT
Page Intentionally Left Blank
Fif
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GENERAL CONDITIONS OF THE AGREEMENT
1. 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.
.K0)1ki11'.7.T4"0]7
Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co-
partnership or corporation, to wit Lydick -Hooks Roofing Company of Lubbock, Inc., who has agreed to
perform the work embraced in this contract, or their legal representative.
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, Wesley Everett, Director of Facilities Management, so
designated who will inspect constructions; or to such other representatives, supervisors, architects, engineers, or
Resident Project Representatives as may be authorized by said Owner to act in any particular way under this
agreement. Engineers, supervisors or Resident Project Representatives 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 Offerors, General Instructions to Offerors, Proposal,
Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the
Agreement (if any), Specifications, Plans, Insurance Certificates, and all other documents made available to
Offeror for inspection in accordance with the Notice to Offerors. The above described materials are sometimes
referred to herein as the "contract" or "contract documents".
r 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.
6. 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. The City reserves the right to approve or disapprove the selection of any subcontractor(s).
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.
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10.
11.
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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
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.
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. The pipeline must be backfilled, tested, final grading and
seeding performed for substantial completion.
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.
KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished ten copies of all Plans and Specifications without expense to Contractor and
Contractor shall keep one copy of same consistently accessible on the job site.
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
The Contractor is responsible for construction layout based on the control provided in the construction
documents. All lines and grades shall be furnished whenever Owner's Representative (as distinguished from
Resident Project Representative(s)) 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 (as distinguished from Resident Project Representative(s))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.
15. SUPERINTENDENCE AND INSPECTION
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 distinguished from Resident Project
Representative, 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 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.
F - 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.
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
18.
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20.
21
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.
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.
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 Contractor is responsible for construction quality control testing, cost, and reporting of the type and extent
required by the contract documents. 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. 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
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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 proposal, except as provided under Changes and Alterations in Paragraph 23.
It is agreed that the Contractor shall perform all extra work under the observation 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 to the firm actually performing the
work, and additional higher -tier markups limited to 5% to cover additional overhead and
insurance costs; 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,
as estimated by the Engineer and approved by the Owner..
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 (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 proposal, 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 proposals are received, and if no such notice is received by the Owner's
Representative prior to the opening of proposals, then it shall be deemed that the Contractor fully
understands the work to be included and has provided sufficient sums in its proposal to complete the work
in accordance with these plans and specifications. If Contractor does not notify Owner's Representative
before offering 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 seven (7) calendar days prior to the opening of
proposals. In the absence of a requested clarification for a conflict in the documents prior to proposals
being reviewed, it will be assumed that the Contractor proposes the higher cost alternative on conflicts
identified after proposals are reviewed.
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
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 Engineer 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 CERFICATE OF INSURANCE ALONG WITH A COPY OF THE ADDITIONAL INSURED
ENDORSEMENT. THE INSURANCE CERTIFICATES FURNISHED SHALL NAME THE CITY OF
LUBBOCK AS A ADDITIONAL INSURED ON AUTO/GENERAL LIABILITY ON A PRIMARY AND
NON CONTRIBUTORY BASIS TO INCLUDE PRODUCT-COMP/OP 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 WORKER'S
COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR. THE ADDITIONAL INSURED
ENDORSEMENT SHALL INCLUDE PRODUCTS AND COMPLETE OPERATIONS.
A.
C.
IN
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Commercial General Liability Insurance (Primary 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:
Products-Comp/Op AGG
Contractual Liability
Personal Injury & Advertising Injury
Owner's and Contractor's Protective Liability Insurance. -DELETED
Comprehensive Automobile Liability Insurance (Waiver of Subrogation Required)
The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than;
Bodily Injury/Property Damage, $1,000,000 Combined Single Limit, to include all owned
and non -owned cars including: Employers Non -ownership Liability Hired and Non -owned Vehicles.
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 - DELETED
Worker's Compensation or Occupational Medical and Disability (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 $1,000,000.
Definitions:
Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of
f ' 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 406.096, 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.
2. The Contractor shall 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 employees of the contractor providing services
on the project, for the duration of the project.
The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract.
4. 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:
(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.
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
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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 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.
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F. 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:
(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 proposal 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;
(e) retain all required certificates of coverage on file for the duration of the project and for
one year thereafter;
11
(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 800-372-7713 or 512-804-
4000 (www.tdi.stateax.us) 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
1-
work on the project;
J
(iii) include in all contracts to provide services on the project the following language:
"By signing this contract or providing or causing to be
j
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
-1
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;
12
(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 Engineer 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 any way, manner or form, the demands of subcontractors, laborers, workmen, mechanics, material men
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
Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and
save the Owner and Engineer, 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 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,
13
32.
33.
34
the Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's
Representative prior to offering.
LAWS AND ORDINANCES
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 Engineer 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 proposing 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 there from.
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.
SUBCONTRACTING
1�
II
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. iji
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 Notice to Proceed and contract documents, respectively, 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 $25 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.
14
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
contract, the plans and specifications, and within the time of completion designated in the proposal; provided,
also, that when the Owner is having other work done, either by contract or by its own force, the Owner's
Representative (as distinguished from the Resident Project Representative) may direct the time and manner of
constructing work done under this contract so that conflicts will be avoided and the construction of the various
l_ 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
-r the 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 proposal 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 within 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
15
39
M
41.
42.
approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing
their proposals 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, provided that the
over run or under run of estimated quantities note exceed 15% of the estimated quantity.
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 Engineer, and any of its officers, agents
and employees, 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.
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
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.
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.
PARTIAL PAYMENTS
On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application
for partial payment. 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
16
9
t�
l�
f_
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.
Payment for materials on hand and delivered to the project site will be limited to 100 percent less the 5 percent
standard retainage until actually incorporated into the project.
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.
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 but not to exceed 30 days after a written notice by the Owner or
the Owner's Representative, Owner may remove and replace it at Contractor's expense. The Contractor shall pay
all claims, cost, losses, and damages (including but not limited to all fees and charges of the engineers, architects,
attorneys, and other professionals and all court or arbitration or other dispute resolution cost) arising out of or
relating to such correction or removal.
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.
17
LABORER: Roof Tearoff........... $ 11.28
OPERATOR:
Backhoe/Excavator/Trackhoe ....... $14.25
OPERATOR: Bobcat/Skid
Steer/Skid Loader ................ $ 13.93
OPERATOR: Bulldozer ............. $ 18.29
OPERATOR: Drill ................. $ 16.22
OPERATOR: Forklift .............. $ 14.83
OPERATOR: Grader/Blade .......... $ 13.37
OPERATOR: Loader ................ $ 13.55
OPERATOR: Mechanic .............. $ 17.52
OPERATOR: Paver (Asphalt,
Aggregate, and Concrete) ......... $ 16.03
OPERATOR: Roller ................ $ 12.70
0.00
0.00
0.00
1.31
0.34
0.00
0.00
0.94
3.33
0.00
0.00
PAINTER (Brush, Roller, and
Spray) ........................... $ 14.27 0.00
ROOFER ........................... $ 13.75 0.00
SHEET METAL WORKER, Excludes
HVAC Duct installation ........... $ 21.13 6.53
TILE FINISHER .................... $ 11.22 0.00
TILE SETTER ...................... $ 14.00 2.01
TRUCK DRIVER: Dump Truck ........ $ 12.39 1.18
TRUCK DRIVER: Flatbed Truck ..... $ 19.65 8.57
TRUCK DRIVER: Semi -Trailer
Truck ............................ $ 12.50 0.00
TRUCK DRIVER: Water Track ....... $ 12.00 4.11
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of "identifiers" that indicate whether the particular rate is
a union rate (current union negotiated rate for local), a survey
rate (weighted average rate) or a union average rate (weighted
union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in
dotted lines beginning with characters other than "SU" or
"UAVG" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation
identifier of the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA)
governing this classification and rate.
Survey Rate Identifiers
Classifications listed under the "SU" identifier indicate that no
one rate prevailed for this classification in the survey and the
published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all rates
reported in the survey, it may include both union and non-
union rates. Example: SULA2012-007 5/13/2014. SU
indicates the rates are survey rates based on a weighted
average calculation of rates and are not majority rates. LA
indicates the State of Louisiana. 2012 is the year of survey on
which these classifications and rates are based. The next
number, 007 in the example, is an internal number used in
producing the wage determination. 5/13/2014 indicates the
survey completion date for the classifications and rates under
that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that
no single majority rate prevailed for those classifications;
however, 100% of the data reported for the classifications was
union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG
indicates that the rate is a weighted union average rate. OH
indicates the state. The next number, 0010 in the example, is
an internal number used in producing the wage determination.
08/29/2014 indicates the survey completion date for the
classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January
of each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was
conducted because those Regional Offices have responsibility
for the Davis -Bacon survey program. If the response from this
initial contact is not satisfactory, then the process described in
2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
t U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an interested
party (those affected by the action) can request review and
reconsideration from the Wage and Hour Administrator (See
29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material, etc.)
that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are
final.
END OF GENERAL DECISION
EXHIBIT B
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 C
Prevailing Wage Rates
Legal Holiday Rate
The rate for legal holidays shall be as required by the Fair Labor Standards Act.
SPECIFICATIONS
Page Intentionally Left Blank
Project Manual for
ROOF REPLACEMENT
FLEET MAINTENANCE COMPLEX
Armko Industries, Inc.
Texas Registered Engineering Firm
F-006498
7302 82"d Street
Lubbock, TX 79072
Tel 806 833-6953
Fax 806 833-8539
'lkAl ubliocTEXAS
June 20, 2014
Project Number 20140616-48
Set Number
ROOF REPLACEMENT PROJECT
FLEET WAREHOUSE COMPLEX
CITY OF LUBBOCK
LUBBOCK, TEXAS
ARMKO INDUSTRIES, INC.
LUBBOCK, TEXAS
June 20, 2014
TABLE OF CONTENTS
r-
Armko Industries, Inc.
Texas Registered Engineering Firm
F-006498
DIVISION 01
GENERAL
100
General Requirements
1 thru 12
322
Photographic Documentation
1 thru 2
330
Submittals and Substitutions
1 thru 6
DIVISIONS 02 thru
05 — NOT USED
DIVISION 06
CARPENTRY
105
Miscellaneous Carpentry
1 thru 5
DIVISION 07
THERMAL AND MOISTURE PROTECTION
215
Roof & Deck Insulation
1 thru 6
535
Multi -ply Roofing
1 thru 24
591
Membrane Reroofing Preparation
1 thru 7
620
Sheet Metal and Miscellaneous Accessories
1 thru 8
720
Roof Accessories
1 thru 5
DIVISION 08
NOT USED
DIVISION 09
FINISHES
240
Portland Cement Plastering
1 thru 7
900
Exterior Painting
1 thru 9
DIVISIONS 10 thru 14 — NOT USED
DIVISION 15 MECHANICAL
150 Sanitary Waste and Vent Specialties 1 thru 3
DIVISIONS 16 thru 17 — NOT USED
GENERAL REQUIREMENTS FLEET WAREHOUSE COMPLEX
SECTION 01100
GENERAL REQUIREMENTS
1.01 DESCRIPTION OF WORK
A. It is the intent of the specification that the new work will provide a watertight facility. The
attached specifications describe the minimum acceptable standards of construction and
finish.
B. FLEET WAREHOUSE COMPLEX:
1. Roof Sections A, B, & C: Work shall include removal of existing roof membrane and
insulation down to substrate. Remove and replace any damaged or deteriorated
decking according to the unit price as specified. Mechanically fasten specified base
sheet per ASCE 7 criteria, adhere specified tapered insulation board and '/"
substrate board as specified. Fully adhere specified SBS modified base sheet, and
fully adhering one ply of Thermoplastic Elvaloy® sheet. Install new miscellaneous
carpentry to parapet wall as specified to provide wall flashings and new metal coping
cap as specified. Raise all mechanical equipment and service lines to eight -inch (8")
minimum height above finished roof surface. Provide a twenty (20) year NDL
manufacturer's warranty with no exclusion for up to two-inch (7) diameter hail
events, and a two (2) year contractor's warranty. Work shall also include all HVAC
and electrical, piping disconnect and reconnection. Installation shall be as per
NRCA, SMACNA, ANSI/SPRI, specifications, details and manufacturer's guidelines.
1.02 CHANGES
A. Changes to specifications and drawings will not be acceptable unless approved in writing
by the Owner/Owner's Representative.
1.03 INSPECTION
A. An inspection shall be made by a representative of the material manufacturer of the
completed project to ensure that said project was installed in accordance with the
manufacturer's specifications and illustrated details. Upon this approval of the project, the
specified warranty or warranties shall be written.
1.04 INDEMNIFICATION
A. Successful proposer shall defend, indemnify and save harmless Owner and Owner's
Representative and all of its officers, agents and employees from all suits, actions, or
other claims of any character, name and description brought for or on account of any
injuries or damages received or sustained by any person, persons, or property arising out
of the award of the contract or on account of any negligent act or fault of the successful
proposer, or of any agent, employee, subcontractor or supplier in the execution of, or
performance under, any Contractor which may result from Proposal and shall pay any
judgment costs which may be obtained against Owner and Owner's Representative
growing out of such injury or damages.
GENERAL REQUIREMENTS 01100 -1
GENERAL REQUIREMENTS
1.05 QUALITY ASSURANCE
FLEET WAREHOUSE COMPLEX 1
A. All work and materials hereinafter specified shall be best of kind described and, unless
specified otherwise, shall be new and of best quality. The specified roofing system shall
have been used successfully in the United States for a minimum of ten (10) years.
B. All materials will be securely fastened in place in a watertight, neat and workmanlike
manner. All workmen shall be thoroughly experienced in the particular class of work upon
which employed. All work shall be done in accordance with these specifications and shall
meet the approval in the field of the Owner's representative. Contractor's representative
and/or job supervisor shall have a complete copy of specifications and drawings on job
site at all times.
C. Contractor shall plan and conduct the operations of the work so that each section started
on one day is complete, details installed and thoroughly protected before the close of
work for that day.
D, Where any material is specified by proprietary name, trade name, name of manufacturer,
generic name, or catalog number with the addition of such expressions as equivalent as
determined by Owner's Representative", it is understood that the material named is
intended and no substitution will be allowed without written approval by the Owner's
representative.
E. Should a specified material not be available, a substitution shall require approval (in
writing) of the Owner's representative and the roof system manufacturer issuing the
warranty before being utilized on this project.
F. Unless otherwise indicated, the materials to be used in this specification are those
specified and denote the type, quality, performance, etc. required. All proposals shall be
based upon the use of specified material.
G. A Contractor who proposes to quote on the basis of an "equivalent as determined by
Owner's Representative" alternate material or system shall submit to the Owner's
representative the following information, at least ten (10) calendar days prior to scheduled
proposal opening. Only one request for substitution will be considered for each material
or system. When substitution is not accepted, specified product or system shall be used.
1. A five (5) gallon sample of any adhesive, coating, mastic, or sealant and a three foot
by five foot (3' x 5') sample of any sheeting or rolled goods as may be specified.
2. A certificate from an accredited testing laboratory comparing the physical and
performance attributes of the proposed material with those of the specified
materials.
3. A list of at least three (3) local jobs where the proposed alternate material was used
under similar conditions and written documentation showing successful installation in
the United States of similar size and scope for a minimum of ten (10) years. These
jobs must be available for inspection by the Owner's representative.
4. In the event a substitution is acceptable by the Owner, all contractors shall be
notified of the acceptable alternate within five (5) calendar days prior to proposal
opening by Addenda.
GENERAL REQUIREMENTS 01100 - 2
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GENERAL REQUIREMENTS FLEET WAREHOUSE COMPLEX
5. During the course of work, the Owner's representative may secure from the
containers at the job site, samples of the materials being used and submit the
samples to an independent testing laboratory for comparison. If the results of the
independent testing laboratory prove that the materials are not comparable and
equal to the specified materials, the Contractor shall pay for the testing and the
Owner reserves the right to reduce the amount of the proposal by twenty percent
(20%) if all work has already been completed before the test results become known.
If the contract work is not completed when the test results become known, the
Owner shall impose a penalty in proportion to the amount of work already
completed, and all remaining work shall be completed with the specified materials.
H. Application of materials shall be in strict accordance with the manufacturer's
recommendations. In the instance of a conflict between these specifications and those of
the manufacturer, the most stringent shall take precedence.
I. Roofing system manufacturer shall have approval for and shall meet Underwriter's
Laboratory fire rating Class A.
1.06 PRE -CONSTRUCTION CONFERENCE
A. A conference shall be scheduled by the Owner's representative and conducted at the
work site prior to start of work. The Contractor's project supervisor or foreman and the
Owner's representative shall attend. Job schedule, submittals, existing conditions, and
specifications shall be reviewed and any questions arising shall be resolved to the
satisfaction of all parties prior to start of work. Contractor shall begin work within five (5)
calendar days following Owner's signing of contract and/or issuance of the written notice
to proceed with work, weather permitting.
1.07 SUBMITTALS
A. Upon receipt of Notice of Acceptance of this proposal, the Contractor shall submit the
following items. All submittals shall be submitted to the Owner/Owner's representative
within ten (10) calendar days of the date on the Notice of Acceptance and prior to the
award of contract.
1. Contractor's executed insurance certificate.
2. Material manufacturer's approval/acceptance of the specifications and details as
written or noted for this project, fastener pattern layout, insulation, fasteners and all
related materials.
3. Contractor's executed payment and performance bonds as required.
4. Shop drawings of all perimeter, penetration and projection details, and sheet metal
details approved by manufacturer, for Owner's approval if proposed details differ
from those included with this proposal package. These drawings shall be approved
by the membrane manufacturer and submitted at the preconstruction conference for
Owner review and approval prior to work start.
5. Approved applicator must submit a roof drawing which will be employed in the
project if proposed drawing differs from that included with this proposal package.
6. Shop Drawings and Product Data:
GENERAL REQUIREMENTS 01100 - 3
GENERAL REQUIREMENTS
FLEET WAREHOUSE COMPLEX
a) Manufacturer's Details: All termination details and other details normally
`
required by the membrane manufacturer's Technical Specifications, including
both standard details and special details, shall be furnished by the Contractor
and shall be approved in writing by the manufacturer, the company project
manager, and the Owner's representative prior to final installation.
b) Minimum drawing size shall be eight and one-half inches by eleven inches
1 J
(8-1/2" x 11
c) Submit sufficient copies of manufacturer's descriptive data including catalog
sheets for materials, equipment and fixtures, showing dimensions, performance
characteristics and capacities, diagrams and controls, schedules, and other
pertinent information required.
d) Submit brochures and other submittal data that cannot be reproduced
economically, in such quantities to allow the Owner to retain four copies of each
;
after review. Mark product data to show the name of project, Owner, Contractor,
originating Subcontractor, manufacturer or supplier, and separate details if
pertinent.
e) Product data shall completely identify specification sections and locations at
which materials or equipment are to be installed.
f) Accompany each submittal with a separate transmittal letter in duplicate,
containing date, project title and number, Contractor's name and address,
number of each shop drawing, product data and samples submitted, and
notification of deviations from Contract Documents.
7. Detailed project sequencing, staging, material loading, manpower plans, and
detailed project construction schedule for approval.
8. Sample of warranty that is to be issued upon project completion.
9. Submit list of all mechanical, electrical, rigging, sheet metal, and other
Subcontractors with evidence of Subcontractor's insurance coverage in compliance
with contract requirements.
10. Contractor shall submit written statement that their company or any Subcontractor
they may use is not employing workers classified as undocumented workers on this
project.
11, Samples of all materials not supplied or prior approved by the roofing membrane
manufacturer shall be submitted to the manufacturer for written approval prior to
installation start.
1.08 USE OF PREMISES
A. The Contractor is advised that the Owner will occupy the building at all times, and the
Contractor must provide all safeguards required to protect personnel and to keep noise
levels as low as reasonably possible for each operation.
B. The Contractor shall:
1. Coordinate work in such a manner as to not interfere with the normal operation of
the building.
2. Assume full responsibility for protection and safekeeping of products stored on
premises.
3. Agree to hold the Owner harmless in any and all liability of every nature and
description that may be suffered through bodily injuries, including death of any
persons by reason of negligence of the Contractor, agents, employees, or
Subcontractors.
GENERAL REQUIREMENTS 01100 - 4
GENERAL REQUIREMENTS FLEET WAREHOUSE COMPLEX
4. The Contractor and all Subcontractors shall take all necessary precautions to
prevent the use of alcoholic beverages on the Owner's premises.
1.09 SAFETY
A. The contractor and all Subcontractors shall take all necessary precautions to keep the
premises free of fire and safety hazards. The contractor shall prevent all agents,
employees, licensees and invitees of the contractor from smoking on the Owner's
premises and from operating or using any flame, spark or explosion hazard producing
devices anywhere on or about the premises without the written approval of the Owner's
representative.
1.10 INSPECTION OF WORK IN PROGRESS
., A. The Owner's representative will require the material manufacturer's representative to
periodically examine the work in progress, as well as on completion, in order to assist in
ascertaining the extent the materials and labor procedures conform to the requirements of
the specifications.
B. The authorized material manufacturer's field representative shall be responsible for:
1. Keeping the Owner's representative informed after periodic inspections as to the
progress and quality of the work observed.
2. Calling to the attention of the Contractor those matters observed which are
considered to be in violation of the contract requirements.
3. Reporting to the Owner's representative, in writing, any failure or refusal of the
Contractor to correct unacceptable practices called to his attention.
4. Confirming, after completion of the work and based on his observation and test, that
he has observed no application procedures in conflict with these specifications.
Final payment will not be released until all specified warranties have been received
by the Owner.
1.11 FIELD INSPECTION AND CONTRACTOR RESPONSIBILITY
A. The Owner's representative shall at all times have access to the job site and work areas.
The Contractor will provide proper and safe facilities for such access and inspection.
B. Any time during the course of the project, an inspection may be deemed necessary by the
Owner/Owner's representative to have one or all of the following members of the
Contractor's organization present in person to inspect the work along with the
Owner/Owner's representative: Owner, a Majority Stockholder, President and/or Chief
Executive Officer of the contracting firm.
C. The Owner/Owner's representative, if deemed necessary, will notify in writing who in the
Contractor's organization they want to inspect the work on the roof in addition to the
Contractor's normal inspection. If the designated person or persons requested by the
Owner/Owner's representative fails to respond within forty-eight (48) hours to the request,
the work may be suspended, payment withheld and/or liquidated damages outlined in the
specifications assessed until such time the individual(s) inspect(s) the work with the
Owner/Owner's representative.
GENERAL REQUIREMENTS 01100 - 5
GENERAL REQUIREMENTS
FLEET WAREHOUSE COMPLEX
D. Neither the presence nor absence of the Owner's representative nor the manufacturer's
representative, nor an inspection by the manufacturer of the work or operation of the
Contractor, nor any failure by the manufacturer to detect, pinpoint, or object to any defect
in the work completed, nor any deviation from these specifications, nor the acceptance by
the manufacturer of any such defect or the approval of the manufacturer of any such
deviation shall relieve the Contractor, or reduce, or in any way limit or divide, his full
responsibility for the full performance of the work required of him under these
specifications.
E. It shall be understood that such field inspection as the Owner's representative may cause
to be performed by the material manufacturer will be performed by the material
manufacturer solely for the benefit of the Owner and in an attempt to assist with the
requirements of this specification. These requirements bind the Contractor even without
such inspection.
F. No inspection or any act or omission of either the Owner's representative or the
manufacturer's representative in connection with such inspection shall prejudice the
Owner's right to strict conformance, or under any circumstances be construed to excuse
or mitigate any mistake or non-conformance by the Contractor.
1.12 ON -SITE SUPERVISION
A. The Contractor is responsible for the management and control of the work. He shall give
his personal superintendence of the work or have a competent resident manager or
superintendent satisfactory to the Owner on the job site at all times while work is in
progress, with full authority to act for the Contractor as his agent.
1.13 ROOFTOP EQUIPMENT
A. All air conditioning units and other rooftop equipment shall be moved by the roofing
Contractor as required to install roofing materials complete and in accordance with the
plans and specifications. When units or equipment are to be moved, they shall be
disconnected and moved by the roofing Contractor to a protected area so as not to
damage any part or component thereof, and shall be reset by the roofing Contractor and
reconnected at the Contractor's expense, all according to local building codes. All
disconnection and reconnection shall be performed by a mechanical and/or electrical
company licensed to perform such work and approved by the Owner's representative.
B. Contractor shall follow refrigerant recycling requirements as outlined in section 608 of the
Clean Air Act, 1990, as amended (CAA), including final regulations published on May 14,
1993 (58 FR 28660), and the prohibition on venting that became effective on July 1, 1992.
GENERAL REQUIREMENTS
01100-6
I" GENERAL REQUIREMENTS FLEET WAREHOUSE COMPLEX
C. Where mechanical items, conduits, cables, raceways, piping or any other roof -top
mounted item must be moved in any manner, or disconnected and reconnected as made
necessary by the reroofing of the specified areas at the facility, all roof -top equipment,
piping, insulation, wires, fiber optic cable, any information systems components, conduits,
panels, motor starters, raceways, switches, antennas, satellite components, etc. shall be
replaced or renewed to match existing if damaged by Contractor. NOTE: It is the
responsibility of the Contractor to review the condition of any and all of the above noted,
or similar, items with authorized Owner personnel to determine condition of said items
PRIOR TO START OF WORK. If this review is not completed as prescribed, any and all
damage found at the end of the work will be repaired solely at the contractor's expense.
D. Any action by roofing contractor personnel which causes interruption of the ongoing works
of the Owner's facility will be repaired at the sole expense of the roofing contractor. Upon
interruption of the Owner's ability to meet required tasks, Owner may immediately, and
without the contractor's permission, take such action as necessary to repair said damage
so that the Owner's work may be resumed. The Owner has the obligation to notify the
contractor of such action as soon as possible, but in all cases must notify the contractor in
writing within 48 hours of the occurrence of the incident.
1.14 FINAL INSPECTION
A. Upon job completion, a final inspection will be made by Owner's representative. Final
payment will not be authorized for the work done until such inspection has been made and
all work is found to have been performed in accordance with the specifications and to the
satisfaction of the building Owner, and the specified warranties are issued.
B. The Contractor shall promptly remove any work that does not meet the requirements of
the plans and specifications or is incorrectly installed or otherwise disapproved by the
Owner as failing to meet with the plans and specifications. The Contractor shall promptly
replace any such work without expense to the Owner and shall bear the cost of making
good all work of other contractors or the Owner, destroyed or damaged by such removal
or replacement.
1.15 DEMOLITION
A. All abandoned pitch pans, equipment, vents, curbs, and other such debris shall be
3 removed by the Contractor. Abandoned items that require deck placement shall be
marked by the Owner prior to proposal due date and/or the commencement of work.
Contractor shall install new decking of like dimensions to provide a suitable substrate in
areas where penetrations through the deck are removed.
1.16 CREWS AND EQUIPMENT
A. Contractor shall provide sufficient crews and equipment so that the project may progress
without interruption or unnecessary delay.
GENERAL REQUIREMENTS 01100 - 7
GENERAL REQUIREMENTS
1.17 FUTURE REPAIRS
FLEET WAREHOUSE COMPLEX
A. Contractor certifies by acceptance of this project that any future repairs or alterations he
might be called upon to execute after the project is complete, will be performed in
accordance with the manufacturer's recommended procedures so as to not void the
warranty.
1.18 NAILERS AND ROOF DECK
A. Contractor shall notify the Owner's representative of unforeseen areas of damaged
decking, wet insulation or deteriorated nailers. Where the damage is serious and
extensive, it will be the Owner's prerogative to authorize removal and replacement.
B. Any areas of unusual deck deflection noticed by the Contractor during the course of the
job that will cause an area of ponding water should be brought to the attention of the
Owner's representative by the Contractor.
C. The Contractor shall furnish the Owner with a unit price for removal and replacement of
the damaged decking, wet insulation or deteriorated nailers. All nailers required for the
new roofing application shall be provided by the roofing Contractor, and included in the
proposal amount. Unit cost for nailers applies only to existing deteriorated nailers. If
lumber is required to make "flush" interior parapet wall, cost shall be included in Base
Proposal.
1.19 CONTRACT DOCUMENTS
A. In the event of a conflict between the reroofing specifications and the Owner's contract
documents, the Owner's contract documents shall take precedence.
END OF SECTION 01100
GENERAL REQUIREMENTS 01100 - 8
IPHOTOGRAPHIC DOCUMENTATION FLEET WAREHOUSE COMPLEX
SECTION 01322
PHOTOGRAPHIC DOCUMENTATION
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.02 SUMMARY
A. This Section includes administrative and procedural requirements for the following:
1. Preconstruction photographs.
1.03 SUBMITTALS
A. Key Plan: Submit key plan of Project site and building with notation of vantage points
marked for location and direction of each photograph.
B. Construction Photographs: Submit three (3) prints of each photographic view within seven
(7) days of taking photographs.
1. Digital Images: Submit a complete set of digital image electronic files on CD-ROM.
Identify electronic media with date photographs were taken. Submit images that have
same aspect ratio as the sensor, uncropped.
PART 2 - PRODUCTS
2.01 PHOTOGRAPHIC MEDIA
A. Digital Images: Provide images in uncompressed JPEG format, produced by a digital
camera with minimum sensor size of 4.0 megapixels, and at an image resolution of not less
than 1600 by 1200 pixels.
PART 3 - EXECUTION
3.01 CONSTRUCTION PHOTOGRAPHS
A. General: Take photographs using the maximum range of depth of field, and that are in
focus, to clearly show the Work. Photographs with blurry or out -of -focus areas will not be
accepted.
1. Maintain key plan with each set of construction photographs that identifies each
photographic location.
B. Digital Images: Submit digital images exactly as originally recorded in the digital camera,
without alteration, manipulation, editing, or modifications using image -editing software.
1. Date and Time: Include date and time in filename for each image.
PHOTOGRAPHIC DOCUMENTATION 01322 -1
PHOTOGRAPHIC DOCUMENTATION FLEET WAREHOUSE COMPLEX
I
C. Preconstruction Photographs: Before starting construction, take digital photographs of
Project site and surrounding properties, including existing items to remain during
construction, from different vantage points, as directed by Architect.
1. Take eight (8) photographs to show existing conditions adjacent to property before
starting the Work.
2. Take eight (8) photographs of existing buildings either on or adjoining property to
accurately record physical conditions at start of construction.
3. Take additional photographs as required to record settlement or cracking of adjacent
structures, pavements, and improvements.
END OF SECTION 01322
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PHOTOGRAPHIC DOCUMENTATION 01322 - 2
F^_, SUBMITTALS AND SUBSTITUTIONS FLEET WAREHOUSE COMPLEX
SECTION 01330
SUBMITTALS and SUBSTITUTIONS
PART 1 — GENERAL
1.01 DESCRIPTION
A. Work includes: Make submittals required by the Contract Documents, and revise and
resubmit as necessary to establish compliance with the specified requirements.
1. Throughout the Work, seal and caulk joints where shown on the Drawings and/or as
required by the Architect/Project Manager to provide and maintain watertight and
airtight continuous seals.
1.02 QUALITY ASSURANCE
A. Coordination of submittals:
1. Prior to each submittal, carefully review and coordinate all aspects of each item
being submitted.
2. Verify that each item and the submittal for it conform in all respects with the specified
requirements.
3. By affixing the Contractor's signature to each submittal, certify that this coordination
has been performed.
B. Substitutions
1. The contract is based on the standards of quality established in the Contract
Documents. Substitutions will be considered only when listed at time of bidding, on
the form provided in the bidding documents, and when substantiated by the
Contractor's submittal of required data within 35 calendar days after award of the
Contract.
2. The following products do not require further approval except for interface within the
work:
a. Products specified by reference to standard specifications such as ASTM and
similar standards.
b. Products specified by manufacturer's name and catalog model number.
3. Where any material is specified by proprietary name, trade name, name of
manufacturer, generic name, or catalog number with the addition of such
expressions as "or equal"/"or approved equal", it is understood that the material
named is intended and no substitution will be allowed without written approval by the
Owner's representative three (3) calendar days prior to proposal due date.
4. Should a specified material not be available, a substitution shall require approval (in
writing) of the Owner's representative and the roof system manufacturer issuing the
warranty before being utilized on this project.
5. Unless otherwise indicated, the materials to be used in this specification are those
specified and denote the type, quality, performance, etc. required. All proposals
shall be based upon the use of specified material.
6. Do not substitute materials, equipment, or methods unless substitution has been
specifically approved in writing for this work by the Architect/Project Manager.
SUBMITTALS AND SUBSTITUTIONS 01330 -
SUBMITTALS AND SUBSTITUTIONS
FLEET WAREHOUSE COMPLEX
C. "Or equal"
1. Where the phrase "or equal", or "or equal as approved by the Architect", occurs in
the Contract Documents, do not assume that the materials, equipment, or methods
will be approved as equal unless the item has been specifically so approved for this
work by the Architect/Project Manager.
2. A Contractor who proposes to quote on the basis of an "or equal"/"or approved
equal" alternate material or system shall submit to the Owner's representative the
following information, at least five (5) calendar days prior to scheduled proposal
opening. Only one request for substitution will be considered for each material or
system. When substitution is not accepted, specified product or system shall be
used.
a) A sample of any sealant as may be specified.
b) A certificate from an accredited testing laboratory comparing the physical and
performance attributes of the proposed material with those of the specified
materials.
c) A list of at least three (3) local jobs where the proposed alternate material was
used under similar conditions and written documentation showing successful
installation in the United States of similar size and scope for a minimum of ten
(10) years. These jobs must be available for inspection by the Owner's
representative.
d) In the event a substitution is acceptable by the Owner, all contractors shall be
notified of the acceptable alternate within three (3) calendar days prior to
proposal opening.
e) During the course of work, the Owner's representative may secure from the
containers at the job site, samples of the materials being used and submit the
samples to an independent testing laboratory for comparison. If the results of the
independent testing laboratory prove that the materials are not comparable and
equal to the specified materials, the Contractor shall pay for the testing and the
Owner reserves the right to reduce the amount of the proposal by twenty percent
(20%) if all work has already been completed before the test results become
known. If the contract work is not completed when the test results become
known, the Owner shall impose a penalty in proportion to the amount of work
already completed, and all remaining work shall be completed with the specified
materials.
D. Procedure for Use of Substitution Request Form
1. Substitution request including all required documentation must be delivered to the
Owner's Representative's office no later than the date indicated in the specifications.
Requests submitted late will not be considered.
2. The Individual or Firm requesting a substitution must document that the requested
substitution is equal or superior to the specified product. Failure to provide clear,
accurate, and adequate documentation will be grounds for rejection.
3. Required documentation shall consist of applicable information which would aid the
Architect in making an informed decision. Include side by side product
comparisons, technical data, laboratory test results, product drawings, etc.
SUBMITTALS AND SUBSTITUTIONS 01330 - 2
SUBMITTALS AND SUBSTITUTIONS FLEET WAREHOUSE COMPLEX
4. If use of the proposed product would result in changes to the design of the building,
the submittal shall describe fully the changes required to the drawings or
specifications. Any cost differences resulting from modifications to the drawings and
specifications and the cost of making the changes shall be borne by the Product
Supplier.
5. No product will be considered "as equal" to the product specified until it has been
included as an allowable substitution, in a written Addendum to the project.
1.03 SUBMITTALS
A. Make submittals of Shop drawings, samples, Substitution Requests, and other items in
accordance with the provisions of this section.
B: Upon receipt of Notice of Acceptance of this proposal, the Contractor shall submit the
following items. All submittals shall be submitted to the Owner/Owner's representative
within ten (10) calendar days of the date on the Notice of Acceptance and prior to the
award of contract.
1. Contractor's executed insurance certificate.
2. Material manufacturer's approval/acceptance of the specifications and details as
written or noted for this project.
3. Contractor's executed payment and performance bonds as required.
4. Shop drawings of details approved by manufacturer, for Owner's approval if
proposed details differ from those included with this proposal package.
5. Detailed project sequencing, staging, material loading, manpower plans, and detailed
project construction schedule for approval.
6. Sample of warranty that is to be issued upon project completion.
7. Submit list of all Subcontractors with evidence of Subcontractor's insurance
coverage in compliance with contract requirements.
8. Project superintendent's resume and project experience list for proposed system.
9. Contractor shall submit written statement that their company or any Subcontractor
they may use is not employing workers classified as undocumented workers on this
project.
10. Submit product data, including detailed test results of material applied to surfaces
similar to requirements of this Section. Submit manufacturer's instructions for
methods and application procedures.
C. Samples and Manufacturer's Submittals: Submit prior to delivery or installation.
1. Samples of all system components including all specified accessories.
2. Submit samples of proposed warranty complete with any addenda necessary to
meet the warranty requirements as specified.
3. Submit latest edition of manufacturer's specifications and installation procedures.
Submit only those items applicable to this project.
4. A written statement materials manufacturer approving the installer, specifications and
drawings as described and/or shown for this project and stating the intent to
guarantee the completed project.
SUBMITTALS AND SUBSTITUTIONS 01330 - 3
SUBMITTALS AND SUBSTITUTIONS
PART 2 — PRODUCTS
2.01 SHOP DRAWINGS
FLEET WAREHOUSE COMPLEX
A, Scale and measurements: Make Shop Drawings accurately to a scale sufficiently large to
show all pertinent aspects of the item and its method of connection to the work.
B. Shop Drawings: Provide manufacturer's approved details of all perimeter conditions,
projection conditions, and any additional special job conditions which require details other
than indicated in the drawings.
C. Shop Drawings and Product Data:
1. Manufacturer's Details: All termination details and other details normally required by
the membrane manufacturer's Technical Specifications, including both standard
details and special details, shall be furnished by the Contractor and shall be
approved in writing by the manufacturer, the company project manager, and the
Owner's representative prior to final installation.
2. Submit sufficient copies of manufacturer's descriptive data including catalog sheets
for materials, equipment and fixtures, showing dimensions, performance
characteristics and capacities, diagrams and controls, schedules, and other pertinent
information required.
3. Submit brochures and other submittal data that cannot be reproduced economically,
in such quantities to allow the Owner to retain four copies of each after review. Mark
product data to show the name of project, Owner, Contractor, originating
Subcontractor, manufacturer or supplier, and separate details if pertinent.
4. Product data shall completely identify specification sections and locations at which
materials or equipment are to be installed.
5. Accompany each submittal with a separate transmittal letter in duplicate, containing
date, project title and number, Contractor's name and address, number of each shop
drawing, product data and samples submitted, and notification of deviations from
Contract Documents.
D. Provide manufacturer's approved details, or all perimeter conditions, project conditions,
and any additional special job conditions which require details other than indicated in the
drawings.
2.02 MANUFACTURER'S LITERATURE
A. Where contents of submitted literature from manufacturers includes data not pertinent to
the submittal, clearly show which portions of the contents is being submitted for review.
B. Submit the number of copies, which are required to be returned, plus one copy which will
be retained by the Architect/Project Manager.
2.03 MAINTENANCE PROCEDURES
A. Maintenance Procedures: Within ten days of the date of Substantial Completion of the
project, deliver to the Owner three copies of the manufacturer's printed instructions
regarding care and maintenance of the roof.
SUBMITTALS AND SUBSTITUTIONS
01330 - 4
SUBMITTALS AND SUBSTITUTIONS
2.04 SAMPLES
FLEET WAREHOUSE COMPLEX
A. Provide sample or samples identical to the precise article proposed to be provided.
Identify as described under "Identification of Submittals" below.
B. Number of samples required:
1. Unless otherwise specified, submit samples in the quantity which is required to be
returned, plus one which will be retained by the Architect/Project Manager.
2. By pre -arrangement in specific cases, a single sample may be submitted for review
and, when approved, be installed in the work at a location agreed upon by the
Architect/Project Manager.
2.05 COLORS AND PATTERNS
A. Unless the precise color and pattern are specifically called out in the Contract Documents,
and whenever a choice of color or pattern is available in the specified products, submit
accurate color and pattern charts to the Architect/Project Manager for selection.
B. Contractor shall hold ALL color samples until all items requiring color selections are
received. Only then should the actual color samples be submitted for selections. Each
sample shall be properly labeled with the name of the project, contractor, manufacturer,
and date of submission. Incomplete color submittal will be returned to the Contractor.
C. The Contractor shall allow four weeks after all colors are submitted for final Owner
approval.
PART 3 — EXECUTION
3.01 IDENTIFICATION OF SUBMITTALS
A. Consecutively number all submittals.
B. Accompany each submittal with a letter of transmittal showing all information required for
identification and checking.
1. When material is re -submitted for any reason, transmit under a new letter of
transmittal and with a new transmittal number.
2. On re -submittals, cite the original submittal number for reference.
C. On at least the first page of each submittal, and elsewhere as required for positive
identification, show the submittal number in which the item was included.
D. Maintain an accurate submittal log for the duration of the work, showing current status of
all submittals at all times. Make the submittal log available to the Architect/Project
Manager for his review upon request.
SUBMITTALS AND SUBSTITUTIONS 01330 - 5
SUBMITTALS AND SUBSTITUTIONS
FLEET WAREHOUSE COMPLEX
3.02 TIMING OF SUBMITTALS
A. Make submittals far enough in advance of scheduled dates for installation to provide time
required for reviews, for securing necessary approvals, for possible revisions and re -
submittals, and for placing orders and securing delivery.
B. Revisions:
1. Make revisions required by the Architect/Project Manager.
2. If the Contractor considers any required revision to be a change, he shall so notify
the Architect/Project Manager.
3. Make only those revisions directed or approved by the Architect/Project Manager.
END OF SECTION 01330
SUBMITTALS AND SUBSTITUTIONS 01330 - 6
MISCELLANEOUS CARPENTRY FLEET WAREHOUSE COMPLEX
SECTION 06105
MISCELLANEOUS CARPENTRY
PART 1 - GENERAL
1.01 SUMMARY
A. This Section includes the following:
1. Wood blocking, cants, and nailers.
1.02 DEFINITIONS
A. Lumber grading agencies, and the abbreviations used to reference them, include the
following:
1. NELMA - Northeastern Lumber Manufacturers Association.
2. NLGA - National Lumber Grades Authority.
3. SPIB - Southern Pine Inspection Bureau.
4. WCLIB - West Coast Lumber Inspection Bureau.
5. WWPA - Western Wood Products Association.
1.03 SUBMITTALS
A. Product Data: For each type of process and factory -fabricated product. Indicate component
materials and dimensions and include construction and application details.
1. Include data for wood -preservative treatment from chemical treatment manufacturer
and certification by treating plant that treated materials comply with requirements.
Indicate type of preservative used, net amount of preservative retained, and chemical
treatment manufacturer's written instructions for handling, storing, installing, and
finishing treated material.
2. Include data for fire -retardant treatment from chemical treatment manufacturer and
certification by treating plant that treated materials comply with requirements. Include
physical properties of treated materials, both before and after exposure to elevated
temperatures when tested according to ASTM D 5516 and ASTM D 5664.
3. For products receiving a waterborne treatment, include statement that moisture
content of treated materials was reduced to levels specified before shipment to Project
site.
4. Include copies of warranties from chemical treatment manufacturers for each type of
treatment.
1.04 QUALITY ASSURANCE
A. Forest Certification: For the following wood products, provide materials produced from wood
obtained from forests certified by an FSC-accredited certification body to comply with
FSC 1.2, "Principles and Criteria":
1. Dimension lumber.
2. Miscellaneous lumber.
MISCELLANEOUS CARPENTRY 06105 -1
MISCELLANEOUS CARPENTRY
1.05 DELIVERY, STORAGE, AND HANDLING
FLEET WAREHOUSE COMPLEX
A. Stack lumber, plywood, and other panels; place spacers between each bundle to provide air
circulation. Provide for air circulation around stacks and under coverings.
PART 2-PRODUCTS
2.01 WOOD PRODUCTS, GENERAL
A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the
American Lumber Standards Committee Board of Review.
1. Factory mark each piece of lumber with grade stamp of grading agency.
2. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp
on end or back of each piece.
3. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for
moisture content specified. Where actual sizes are indicated, they are minimum
dressed sizes for dry lumber.
4. Provide dressed lumber, S4S, unless otherwise indicated.
5. Provide dry lumber with nineteen percent (19%) maximum moisture content at time of
dressing for 2-inch nominal (38-mm actual) thickness or less, unless otherwise
indicated.
6. Provide dry lumber with fifteen percent (15%) maximum moisture content at time of
dressing for 2-inch nominal (38-mm actual) thickness or less, unless otherwise
indicated.
B. Wood Structural Panels:
1. Plywood
2. Thickness: As needed to comply with requirements specified but not less than
thickness indicated.
3. Comply with "Code Plus" provisions in APA Form No. E30K, "APA
Design/Construction Guide: Residential & Commercial."
4. Factory mark panels according to indicated standard.
2.02 DIMENSION LUMBER
In
H
9
9
A. General: Provide dimension lumber of grades indicated according to the American Lumber P,
Standards Committee National Grading Rule provisions of the grading agency indicated. U
B. Non -Load -Bearing Interior Partitions: Construction, Stud, or No. 2 grade and any of the
following species:
1. Mixed southern pine; SPIB.
2. Hem -fir or Hem -fir (north); NLGA, WCLIB, or WWPA.
3. Spruce -pine -fir (south) or Spruce -pine -fir; NELMA, NLGA, WCLIB, or WWPA.
4. Eastern softwoods; NELMA.
5. Northern species; NLGA.
6. Western woods; WCLIB or WWPA.
C. Other Framing: Construction, Stud, or No. 2 grade and any of the following species:
1. Douglas fir -larch; WCLIB or WWPA.
MISCELLANEOUS CARPENTRY 06105 - 2
MISCELLANEOUS CARPENTRY FLEET WAREHOUSE COMPLEX
2. Douglas fir -south; WWPA.
3. Douglas fir -larch (north); NLGA.
4. Hem -fir; WCLIB or WWPA.
5. Hem -fir (north); NLGA.
6. Southern pine; SPIB.
7. Mixed southern pine; SPIB.
8. Spruce -pine -fir (south); NELMA, WCLIB, or WWPA.
9. Spruce -pine -fir; NLGA.
2.03 MISCELLANEOUS LUMBER
A. General: Provide lumber for support or attachment of other construction, including the
following:
1. Rooftop equipment bases and support curbs.
2. Blocking.
3. Cants.
4. Nailers.
B. For items of dimension lumber size, provide Construction, Stud, or No. 2 grade lumber with
fifteen percent (15%) maximum moisture content and any of the following species:
1. Mixed southern pine; SPIB.
2. Hem -fir or Hem -fir (north); NLGA, WCLIB, or WWPA.
3. Spruce -pine -fir (south) or Spruce -pine -fir; NELMA, NLGA, WCLIB, or WWPA.
4. Eastern softwoods; NELMA.
5. Northern species; NLGA.
6. Western woods; WCLIB or WWPA.
C. For exposed boards, provide lumber with fifteen percent (15%) maximum moisture content
and any of the following species and grades:
1. Eastern white pine, Idaho white, lodgepole, ponderosa, or sugar pine Premium or 2
Common (Sterling) grade; NELMA, NLGA, WCLIB, or WWPA.
2. Mixed southern pine, B & B Finish No. 1 grade; SPIB.
3. Hem -fir or Hem -fir (north), Superior or C & Btr Finish grade; NLGA, WCLIB, or WWPA.
4. Spruce -pine -fir (south) or Spruce -pine -fir, grade; NELMA, NLGA, WCLIB, or WWPA.
5. Western red cedar, A grade; NLGA or WWPA.
D. For concealed boards, provide lumber with fifteen percent (15%) maximum moisture content
and any of the following species and grades:
1. Mixed southern pine, No. 2 grade; SPIB.
2. Hem -fir or Hem -fir (north), Construction or 2 Common grade; NLGA, WCLIB, or
WWPA.
3. Spruce -pine -fir (south) or Spruce -pine -fir, Construction or 2 Common grade; NELMA,
NLGA, WCLIB, or WWPA.
4. Eastern softwoods, No. 2 Common grade; NELMA.
5. Northern species, No. 2 Common grade; NLGA.
6. Western woods, Construction or No. 2 Common grade; WCLIB or WWPA.
2.04 FASTENERS
MISCELLANEOUS CARPENTRY 06105 - 3
MISCELLANEOUS CARPENTRY FLEET WAREHOUSE COMPLEX {
A. General: Provide fasteners of size and type indicated that comply with requirements
specified in this Article for material and manufacture.
1. Where carpentry is exposed to weather, in ground contact, or in area of high relative
humidity, provide fasteners with hot -dip zinc coating complying with
ASTM A 153/A 153M.
B. Nails, Wire, Brads, and Staples: FS FF-N-105.
C. Power -Driven Fasteners: CABO NER-272.
D. Wood Screws: ASME B18.6.1.
E. Screws for Fastening to Cold -Formed Metal Framing: ASTM C 954, except with wafer
heads and reamer wings, length as recommended by screw manufacturer for material being
fastened.
F. Lag Bolts: ASME B18.2.1. (ASME B18.2.3.8M).
}
G. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568M, Property
Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers.
H. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with
capability to sustain, without failure, a load equal to 6 times the load imposed when installed
in unit masonry assemblies and equal to 4 times the load imposed when installed in
concrete as determined by testing per ASTM E 488 conducted by a qualified independent
testing and inspecting agency.
1. Material: Carbon -steel components, zinc plated to comply with ASTM B 633,
Class Fe/Zn 5.
2. Material: Stainless steel with bolts and nuts complying with ASTM F 593 and
ASTM F 594, Alloy Group 1 or 2 (ASTM F 738M and ASTM F 836M, Grade Al or A4).
2.05 METAL FRAMING ANCHORS
A. General: Provide galvanized steel framing anchors of structural capacity, type, and size rill
indicated and acceptable to authorities having jurisdiction.
B. Galvanized Steel Sheet: Hot -dip, zinc -coated steel sheet complying with
ASTM A 653/A 653M, G60 (Z180) coating designation.
PART 3 - EXECUTION
3.01 INSTALLATION, GENERAL
A. Discard units of material with defects that impair quality of carpentry and that are too small to
use with minimum number of joints or optimum joint arrangement.
MISCELLANEOUS CARPENTRY 06105 - 4
„
MISCELLANEOUS CARPENTRY FLEET WAREHOUSE COMPLEX
B. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted.
Fit carpentry to other construction; scribe and cope as needed for accurate fit. Locate
nailers, blocking, and similar supports to comply with requirements for attaching other
construction.
C. Apply field treatment complying with AWPA M4 to cut surfaces of preservative -treated
lumber and plywood.
D. Securely attach carpentry work as indicated and according to applicable codes and
recognized standards.
E. Countersink fastener heads on exposed carpentry work and fill holes with wood filler.
F. Use fasteners of appropriate type and length. Predrill members when necessary to avoid
splitting wood.
3.02 WOOD BLOCKING, AND NAILER INSTALLATION
A. Install where indicated and where required for attaching other work. Form to shapes
indicated and cut as required for true line and level of attached work. Coordinate locations
with other work involved.
B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with
surfaces, unless otherwise indicated.
END OF SECTION 06105
MISCELLANEOUS CARPENTRY 06105 - 5
ROOF AND DECK INSULATION
PART 1 — GENERAL
1.01 DESCRIPTION
MUNICIPAL HILL OPERATIONS FACILITIES
SECTION 07215
ROOF AND DECK INSULATION
A. Related Work
1. Documents affecting work of this Section include, but are not necessarily limited
to, General Requirements / Conditions, Supplementary General Conditions, and
Sections in Division 01 of these Specifications.
1.02 REFERENCES
A. American Society of Testing Materials (ASTM)
1. C 177-85 Test Method for Steady -State Heat Flux Measurements and Thermal
Transmission Properties by Means of the Guarded -Hot -Plate Apparatus.
2. C 209-84 Methods of Testing Insulating Board (Cellulosic Fiber), Structural and
Decorative.
3. C 728-89a Perlite Thermal Insulation Board
4. D 41-85 Asphalt Primer Used in Roofing and Waterproofing.
5. D 312-89 Asphalt Used in Roofing.
6. D 1621-73 (1979) Test Method for Compressive Properties of Rigid Cellular
Plastics.
7. D 4601-86 Asphalt Coated Glass Fiber Base Sheet Used in Roofing.
B. National Roofing Contractors Association (NRCA)
1. (ANSI/SPRI)
2. ASCE 7 wind uplift criteria
1.03 QUALITY ASSURANCE
A. Regulatory Requirements
1. Classified by Underwriter's Laboratories (UL) as Class A roof covering.
2. Follow local, state, and federal regulations, safety standards, and codes.
B. Installation
1. Installation shall be in accordance with manufacturer's current published application
procedures, NRCA general recommendations, and ASCE 7 wind uplift criteria.
2. Roof system manufacturer's technical specifications shall be considered part of this
specification and shall be used as reference for specific application procedures.
1.04 SUBMITTALS
A. Product Data: Submit Manufacturer's product data sheets for each product.
B. Shop Drawings: Layout of roof plan showing tapered design, tapered insulation pattern,
direction of slope, amount of slope, spot elevations indicating thicknesses at high and low
points.
ROOF AND DECK INSULATION
u /Z1 b - 1
It ROOF AND DECK INSULATION
1.05
MUNICIPAL HILL OPERATIONS FACILITIES
C. Certification: Submit roof manufacturer's certification in writing that insulation is
acceptable as substrate for application of specified roof system.
DELIVERY, STORAGE, AND HANDLING
A. Store materials in accordance with manufacturer's recommendations.
B. When stored outdoors:
1. Tarp and shield insulation from moisture and ultraviolet rays.
2. Elevate insulation above substrate four inches minimum.
3. Secure insulation to resist high winds.
4. Distribute insulation stored on roof deck to prevent concentrated loads that would
impose excessive stress or stain on deck or structural members. Verify that
structure can accommodate additional loading.
5. Wet insulation, or insulation that has been wet but which has dried, may not be
used and shall be removed completely and immediately from the job site.
6. Do not double stack bundles of insulation on the roof top.
1.06 SEQUENCING AND SCHEDULING
A. Substrate Acceptance: Roof system manufacturer's representative shall inspect roof
deck and associated substrates and provide written acceptance of conditions.
B. Manufacturer's approved roofing contractor shall inspect and approve deck and
substrates.
C. Plan roof layout with respect to roof deck slope to prevent rainwater drainage into
completed roofing.
D. Do not install more insulation than can be covered with complete roof system in same
day.
1.07 PRODUCT CONDITIONS
A. Environmental Requirements:
1. Apply roofing and insulation in dry weather.
2. Do not proceed with roof construction during inclement weather or when
precipitation is predicted 40% or more possibility.
3. Do not apply insulation over wet or moist deck or in foggy conditions.
4. Days with wind speeds of 30 mph or greater shall be considered "Bad Weather"
days.
B. Emergency Equipment: Maintain on -site equipment and material necessary to apply
emergency temporary seals I the event of sudden storms or inclement weather.
C. Costs for emergency roofing shall be borne by Contractor.
ROOF AND DECK INSULATION
07215 - 2
ROOF AND DECK INSULATION
PART 2 — PRODUCTS
2.01 INSULATION
it
MUNICIPAL HILL OPERATIONS FACILITIES {
A. All insulation shall be approved in writing by the membrane manufacturer as to thickness,
type, and manufacturer. All insulation must be approved for the specific application,
Underwriters Laboratory approved, and be listed in the FM Global Approval Guide.
B. Polyisocyanurate Roof Insulation: Insulation shall be rigid polyisocyanurate foam board;
thickness and LTTR-value shall be a minimum of 3" = 19.6; meeting Federal
Specification No. HH-1-1972/1 or 2 with 20 psi minimum co3pressive strength and 2.0 pcf
minimum density. Board shall be surfaced on two (2) sides with non -asphaltic facer
material.
C. Cover Board: Non-structural glass mat faced, non-combustible, moisture resistant,
silicone treated gypsum core panel, manufactured to conform to ASTM C-1177.
Thickness shall be 1/4" = R of .28 with a nominal board size of 4' x 8', Secure -Rock or
approved equal.
2.02 BITUMEN
A. Shall be ASTM D 312 Type IV extra steep asphalt.
Slope Interply Too Pour Backnail Strap
0 -'/2" per 12" Type IV Type IV No No
'/2' - 2" per 12" Type IV Type IV Yes Strap if possible
2" - 3" per 12" Type IV Type IV Yes Yes
2.03 ASPHALT ROOF PRIMER
A. Quick -dry asphalt -based primer for priming of asphalt roof surfaces, Handi-Gard RC-114,
as manufactured by Gibson Homans Company / GAF, or approved equal.
Applicable Federal Specification SS-A-701B
ASTM D 41
Flash Point 105° F
Viscosity at 80° F (ASTM D 217) 50-60 K.U.
Weight per gallon 7.4 pounds
Drying time (to touch) Min. 4 hours
2.07 FASTENERS
A. Fasteners and fastening plates and/or termination bars shall be FM Approved and shall
be listed in the FM Global Approval Guide, and as recommended by the insulation/ U
fastener manufacturer for the specific application to meet the minimal requirements for
wind uplift as required by the local jurisdiction and/or FM Global.
ROOF AND DECK INSULATION 07215 - 3
i
ROOF AND DECK INSULATION
PART 3 — EXECUTION
3.01 PROTECTION
MUNICIPAL HILL OPERATIONS FACILITIES
A. Provide special protection from traffic on yet to be removed roofing.
B. Provide special protection from traffic on completed work.
3.02 EXAMINATION AND PREPARATION
A. Do not install until defects are corrected and deck substrate meets roof system
manufacturer's requirements.
B. Do not apply insulation unless asphalt application temperature, EVT of approximately
375' F to 425° F, can be maintained or when water or moisture is present on substrate.
Do not heat asphalt above flashing point, or 5250 F.
C. Examine substrate and related surfaces, and verify that there are no conditions such as
inadequate anchorage, foreign materials, moisture, ridges, depressions, or other
conditions which would prevent satisfactory installation of roof system.
D. Start of work constitutes acceptance of deck substrate and site conditions.
E. Sweep deck substrate clean of dust and debris immediately prior to installation of
insulation.
3.03 INSULATION INSTALLATION
A. Manufacturer's Instructions: In regard to attachment, the manufacturer's instructions or
specifications shall determine the suitability for an application. Installation must meet
._; ASCE 7 criteria and meet local governing building codes.
B. Precautions: The surface of the insulation must not be ruptured due to overdriving of
fasteners.
C. Thermal insulation boards shall be laid on the substrate in parallel rows with end joints
staggered and butted as close as possible. All joints shall be tight and at the roof
perimeter and roof penetrations, insulation shall be cut neatly and fitted to reduce
openings to a minimum. All openings one-fourth inch (1/4") or larger shall be filled with
insulation.
D. Insulation shall be tapered or feathered at drains and scuppers to provide proper
drainage (if applicable).
E. No more insulation shall be installed than can be covered by the completed roof system
by the end of the day or the onset of inclement weather.
F. Tapered insulation and crickets, when specified, shall be placed in accordance with the
drawings and/or as required to minimum of NRCA standards.
ROOF AND DECK INSULATION 07215 - 4
ROOF AND DECK INSULATION
MUNICIPAL HILL OPERATIONS FACILITIES
3.04 FULLY ADHERED INSULATION
A. Specified insulation shall be bonded to the base sheet with a solid mopping of steep
asphalt Type IV, as required by slope (NRCA), at the minimum rate of thirty pounds (30#)
± 20% per one hundred (100) square feet and immediately walked in place.
B. The top surface of the first layer of insulation shall be coated with hot asphalt using
twenty-five pounds (25#) per one hundred (100) square feet of surface, and a second
layer of insulation shall be applied using offset joints, so that each layer breaks joints to a
minimum of six inches (6") both ways with the preceding layer, and immediately walked
in place.
3.05 ADJUSTING
A. Remove insulation which has been damaged (broken, cracked, punctured, wet, etc.) and
install acceptable new units before installation of roof system.
3.06 CLEANING
A. Remove debris and material wrappers from jobsite. Leave insulation clean and dry,
ready to receive roofing membrane.
3.07 PROTECTION
A. Provide special protection from traffic on completed work.
END OF SECTION 07215
ROOF AND DECK INSULATION
07215 - 5
gym'.
FULLY ADHERED MULTI -PLY ROOF SYSTEM FLEET WAREHOUSE COMPLEX
SECTION 07535
FULLY ADHERED MULTI -PLY ROOF SYSTEM
PART 1 - GENERAL
1.01 DESCRIPTION
A. Related Work:
1. Documents affecting work of this Section include, but are not necessarily limited to,
General Requirements / Conditions, Supplementary General Conditions, and Sections
in Division 01 of these Specifications.
1.02 INSTALLER QUALIFICATIONS
A. Roofing Installer must be:
1. Currently prequalified with the Owner in accordance with Owner's prequalification
requirements.
2. Currently in good standing with the manufacturer.
B. It shall remain each Contractor's responsibility to determine his current status with the
manufacturer's certification plan.
1.03 QUALITY ASSURANCE
A. Manufacturer Qualifications:
1. A qualified manufacturer that has been UL Listed and has FM Approvals for
membrane roofing systems similar to that used in this project for a minimum of twenty
20 ears.
2. The roofing membrane manufacturer shall be defined as a company that make the
primary roofing mamebrane and flashing membrane in its own factories from raw
materials. No "Private Lavel" material in which one company's name goes on a
product manufacturered by others, is acceptable for this project.
3. Provide Thermoplastic Fleece -Backed Elvaloy Roofing Membrane with a minimum
Elvaloy Polymer Content of 30% with the following approvals:
a. Underwriters Laboratories Class A Rating
b. Factory Mutual 1-90
c. Miami/Dade County Florida NOA
d. ICC-ES
e. Energy Star Partner
f. TDI — Texas Department of Insurance Product Evaluation
B. Applicator/Installer:
1. Acceptable to roof material manufacturer for the manufacturer's warranty
requirements.
2. Five (5) years successful experience on projects similar in size and scope.
3. Experienced in the type of roofing work required.
4. Successfully completed previous projects warranted by the manufacturer.
C. Testing Laboratory Services: Test results shall meet or exceed established standards.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 -1
FULLY ADHERED MULTI -PLY ROOF SYSTEM FLEET WAREHOUSE COMPLEX
D. Comply with governing local, state, and federal regulations, safety standards, and codes.
1.04 REFERENCES (INCLUDING LATEST REVISIONS)
A. American Society for Testing and Materials:
1. ASTM B 209 - 90, Specification for Aluminum and Aluminum Alloy Sheet and Plate
2. ASTM C 719 - 86, Test Method for Adhesion and Cohesion of Elastomeric Joint
Sealants Under Cycle Movement (Hockman Cycle)
3. ASTM C 794 - 80 (1986), Test Method for Adhesion -in -Peel of Elastomeric Joint
Sealants
4. ASTM C 920 - 87, Specification for Elastomeric Joint Sealants
5. ASTM D 312 - 89, Specification for Asphalt Used in Roofing
6. ASTM D 1863 - 86, Specification for Mineral Aggregate Used on Built-up Roofs
7. ASTM D 2178 - 89, Specification for Asphalt Glass Felt Used in Roofing and
Waterproofing
8. ASTM D 2824 - 85, Specification for Aluminum - Pigmented Asphalt Roof Coatings
9. ASTM D 4586 - 86, Specification for Asphalt Roof Cement, Asbestos Free
10. ASTM A 361 - 90, Sheet Steel, Zinc -Coated (Galv.) by the Hot -Dip Process for
Roofing and Siding
11. ASTM C 177, Test for Thermal Laboratory Services
12. ASTM C 728, Perlite Thermal Insulation Board
B. Federal Specifications:
1.
LLL-1-535B
2.
SS-A-701 B
3.
SS-C-153
4.
SS-C-153C
5.
SS-R-620B
6.
TT-C-498C
7.
TT-P-320D
8.
TT-S-00227E
9.
TT-S-00230C
10.
SS-S-001534 (GSA-FSS)
11.
L-P-375
C. Industry Standards:
1. The National Roofing Contractors Association (NRCA) - Roofing and Waterproofing
Manual
2. Single -ply Roofing Institute (SPRI) - A Professional Guide to Specifications Manual
3. Sheet Metal and Air Conditioning Contractors National Association (SMACNA) -
Architectural Sheet Metal Manual
4. American Society of Civil Engineers - ASCE 7
1.05 SUBMITTALS
A. Samples and Manufacturer's Submittals: Submit prior to delivery or installation.
1. Samples of all roofing system components including all specified accessories.
2. Submit samples of proposed warranty complete with any addenda necessary to meet
the warranty requirements as specified.
3. Submit latest edition of manufacturer's specifications and installation procedures.
Submit only those items applicable to this project.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 - 2
FULLY ADHERED MULTI -PLY ROOF SYSTEM FLEET WAREHOUSE COMPLEX
4. A written statement from the roofing materials manufacturer approving the installer,
specifications and drawings as described and/or shown for this project and stating the
intent to guarantee the completed project.
p 5. Manufacturer's Equiviscous Temperatures (EVT) for the specified bitumens.
B. Shop Drawings: Provide manufacturer's approved details of all perimeter conditions,
projection conditions, and any additional special job conditions which require details other
than indicated in the drawings.
C. Maintenance Procedures: Within ten days of the date of Substantial Completion of the
. ` project, deliver to the Owner three copies of the manufacturer's printed instructions
regarding care and maintenance of the roof.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in manufacturer's original, unopened containers and rolls with all labels
intact and legible including labels indicating appropriate warnings, storage conditions, lot
numbers, and usage instructions. Materials damaged in shipping or storage shall not be
used.
B. Deliver materials requiring fire resistance classification to the job with labels attached and
packaged as required by labeling service.
C. Deliver materials in sufficient quantity to allow continuity of work.
D. Handle and store material and equipment in such a manner as to avoid damage. Liquid
products shall be delivered sealed, in original containers.
E. Handle rolled goods so as to prevent damage to edge or ends.
F. Select and operate material handling equipment so as not to damage existing construction
or applied roofing.
G. Moisture -sensitive products shall be maintained in dry storage areas and properly covered.
Provide continuous protection of materials against wetting and moisture absorption. Store
roofing and flashing materials on clean raised platforms with weather protective covering
when stored outdoors.
H. Store rolled goods on end.
I. Protect materials against damage by construction traffic.
J. The proper storage of materials is the sole responsibility of the contractor and any wet or
damaged roofing materials shall be discarded, removed from the project site, and replaced
prior to application.
K. Comply with fire and safety regulations, especially with materials which are extremely
flammable and/or toxic. Use safety precautions indicated on labels.
L. Products liable, such as emulsions, to degrade as a result of being frozen shall be
maintained above 400 F in heated storage.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 - 3
FULLY ADHERED MULTIPLY ROOF SYSTEM FLEET WAREHOUSE COMPLEX
M. No storage of materials shall be permitted on roof areas other than those materials that are
to be installed the same day.
1.07 SITE CONDITIONS
A, Job Condition Requirements:
1. Apply roofing in dry weather.
2. Do not apply roofing when ambient temperature is below 400 F (40 C).
3. Coordinate the work of the contractor with the work to be performed by the Owner's
personnel, to ensure proper sequencing of the entire work. The Owner's personnel
will be erecting interior protection for equipment, if required. The contractor is to
schedule his work so that adequate time is allowed for the Owner's personnel to
perform the work. No roof work shall be performed until the Owner's personnel have
completed erection of the interior protection in that area.
4. Proceed with roofing work only when weather conditions are in compliance with
manufacturer's recommended limitations, and when conditions will permit the work to
proceed in accordance with specifications.
5. Schedule the work so the building will be left watertight at the end of each day. Do not
remove more roofing material than can be reinstalled in any working day.
6. All surfaces to receive new roofing shall be smooth, dry, and free from dirt, debris, and
foreign material before any of this work is installed. Competent operators shall be in
attendance at all times equipment is in use. Materials shall be stored neatly in areas
designated by the Owner. Load placed on the roof at any point shall not exceed the
safe load for which the roof is designed.
7. The contractor shall take all necessary precautions to protect the roof mat and deck
from damage. The contractor shall be responsible for repairing all new areas of
damage caused by the negligence of the contractor, at the contractor's expense. The
Owner's on -site representative shall determine damage caused by contractor
negligence.
8. The contractor shall follow local, state, and federal regulations, safety standards, and
codes for the removal, handling, and disposal of asbestos containing materials, if
present. When a conflict exists, use the stricter document.
9. Follow insurance underwriter's requirements acceptable for use with specified
products or systems.
10. Due caution should be exercised so as not to alter the structural integrity of the deck.
When cutting through any deck, care should be taken so as not to damage the deck or
any part of the deck, such as post tension cables, etc.
11. All kettles shall have an automatic thermostat control, and temperature gauge, all in
working order.
12. The contractor is to verify the location of all interior ducts, electrical lines, piping,
conduit, and/or similar obstructions. The contractor is to perform all work in such a
manner as to avoid contact with the above mentioned items.
13. Surface and air temperatures should be a minimum 450 F during applications of
cleaner and waterproof coating and remain above 450 F for a minimum of four (4)
hours following applications. Verify compatibility of cleaner with coatings, paints,
primers and joint sealers specified. Advise Owner's representative of any problems in
this regard prior to commencing cleaning operations.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 - 4
FULLY ADHERED MULTI -PLY ROOF SYSTEM FLEET WAREHOUSE COMPLEX
14. Temporary Sanitary Facilities: The contractor shall furnish and maintain temporary
sanitary facilities for employees use during this project. These will be removed after
the completion of the project. All portable facilities shall comply with local laws, codes,
and regulations.
B. Protection of Work and Property:
1. Work: The contractor shall maintain adequate protection of all his work from damage
and shall protect the Owner's and adjacent property from injury or loss arising from
this contract. He shall provide and maintain at all times any OSHA required danger
signs, guards, and/or obstructions necessary to protect the public and his workmen
from any dangers inherent with or created by the work in progress. All federal, state,
and city rules and requirements pertaining to safety and all EPA standards, OSHA
standards, NESHAP regulations pertaining to asbestos as required shall be fulfilled by
the contractor as part of his proposal.
2. Property: Protect existing planting and landscaping as necessary or required to
provide and maintain clearance and access to the work of this contract. Examples of
two categories or degrees of protection are generally as follows: a) removal,
protection, preservation, or replacement and replanting of plant materials; b) protection
of plant materials in place, and replacement of any damage resulting from the
contractor's operations.
3. Twenty-four Hour Call: The contractor shall have personnel on call 24 hours per day,
seven (7) days per week for emergencies during the course of a job. The Owner's
Project Manager is to have the 24 hour numbers for the contact. Contractor must be
able to respond to any emergency call and have personnel on -site within two (2) hours
after contact. Numbers available to the Owner's Project Manager are to be both home
and office numbers for:
a) Job Foreman
b) Job Superintendent
c) Owner or Company Officer
C. Damage to Work of Others: The contractor shall repair, refinish, and make good any
damage to the building or landscaping resulting from any of his operation. This shall
include, but is not limited to, any damage to plaster, tile work, wall covering, paint, ceilings,
floors, or any other finished work. Damage done to the building, equipment, or grounds
must be repaired at the successful contractor's expense holding the Owner harmless from
any other claims for property damage and/or personal injury.
D. Measurements: It will be the contractor's responsibility to obtain and/or verify any necessary
dimensions by visiting the job site, and the contractor shall be responsible for the
correctness of same. Any drawings supplied are for reference only.
E. Use of Premises:
1. The contractor is advised that the Owner will occupy the building at all times, and the
contractor must provide all safeguards required to protect personnel and to keep noise
levels as low as reasonably possible for each operation.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 - 5
FULLY ADHERED MULTI -PLY ROOF SYSTEM
2.03 FLASHING MEMBRANE
FLEET WAREHOUSE COMPLEX
A. The flashing membrane shall be a white Elvaloy@ polyester reinforced flexible sheet, as
follows:
Pro a
Test Procedure
Physical Properties
Color
White
Thickness
ASTM D 751
.063" Nominal
Breaking Strength
ASTM D 751
412 x 538 Ibf
Tearing Strength
ASTM D751
111 x 110 Ibf
Elongation
ASTM D 751
29% x 31 %
Heat Aging
ASTM D 3045
?_90% of Original
Low Temperature Bend
ASTM D 2136
Pass @ -40°C
Seam Strength
ASTM D 751
100 %
Accel. Weathering
ASTM D 2565
10M hrs. (No Change)
Linear Dimensional Change
ASTM D 1204
0.5%•maximum
Wt. Change after Immersion
ASTM D 570
0.41 % maximum
Static Puncture Resistance
ASTM D 5602
Pass @ 33 Ibs
Dynamic Puncture Resistance
ASTM D 5635
Pass @ 20 J
Underwriters Laboratories
Class A
Factory Mutual
Class 1-90
Solar Reflectivity
ASTM E 903
0.811
Solar Emissivity
ASTM E 903
0.919
Solar Reflectance Index (SRI)
ASTM E1980
109
2.04 NON -REINFORCED MEMBRANE
A. The non -reinforced membrane shall have the following minimum properties, as follows:
1. Description: Non -reinforced thermoplastic white membrane, thickness approximately
45 mils.
2. Use: Inside/outside corners, multiangled intersections, sealant pockets and other
conditions where molding of the membrane is required.
2.05 BITUMEN
A. Shall be ASTM D 312 Type III steep asphalt.
2.06 CAULKS
A. Sealant for use at coping joints, reglet joints, etc., shall be a one -component urethane
non -sag, gun grade sealant designed for use in active exterior joints, and shall meet or
exceed Federal Specification No. 1 TT-S-00230C, Type 11, Class A, ASTM C 920. Where
joint surfaces are contained or are contaminated with bituminous materials, provide
manufacturer's modified -type sealant (modified with coal -tar or asphalt as required), or
approved equal.
2.07 FELTS
A. Shall be Underwriters Laboratory approved and listed in the FM Global Approval Guide.
B. Shall be SBS base sheet, tested in accordance with ASTM D 5147, as approved by field
membrane manufacturer.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 - 8
FULLY ADHERED MULTI -PLY ROOF SYSTEM FLEET WAREHOUSE COMPLEX
2.08 INSULATION
A. All insulation shall be in compliance with Section 07215 Roof and Deck Insulation.
B. All insulation shall be approved in writing by the membrane manufacturer as to thickness,
type, and manufacturer. All insulation must be approved for the specific application,
Underwriters Laboratory approved, and be listed in the FM Global Approval Guide.
2.09 FASTENERS
A. Fasteners and fastening plates or bars shall be listed in the FM Global Approval Guide, and
be as recommended by the fastener manufacturer for the specific application.
B. Fastener for Brick: Shall be one-fourth inch by two inches (1 /4" x 2"), zinc with plated steel
or stainless steel nail, one piece unit, flat head, as manufactured by Rawl Zamac Nailin, or
approved equal.
C. Fastener for Steel Deck: Shall be a #14 fastener, fluorocarbon coated, with CR-10 coating.
A minimum .200 diameter shank and .250 diameter thread. To be used with round pressure
plates or bar, and having a fluorocarbon CRA 0 coating, when subjected to thirty (30)
Kesternich cycles (DIN 50018) shows less than ten percent (10%) red rust which surpasses
FM Global Approval Standard 4470, as manufactured by Olympic Manufacturing Group,
Inc., or approved equal. Fasteners, plates, and/or bars shall be listed in the FM Global
Approval Guide.
D. Fastener for Purlin: Shall have a shank diameter of .168 and a thread diameter of .205.
The purlin fastener will be used with a FM Global approved two inch (7) round steel barbed
pressure plate, or approved equal.
E. Toggle: Shall be a toggle bolt, fluorocarbon coated, with CR-10 coating. A minimum .215
diameter shank and a minimum twenty (20) threads per inch, with a two and one-half inch
(2-1/2") wing span. To be used with bar or round pressure plates, and having a
fluorocarbon CR-10 coating, when subjected to thirty (30) Kesternich cycles (DIN 50018)
shows less than ten percent (10%) red rust which surpasses FM Global Approval Standard
4470, as manufactured by Olympic Manufacturing Group, Inc., or approved equal.
Fasteners, plates, and/or bars shall be listed in the FM Global Approval Guide.
F. Iron-Lok Toggle: Shall be a toggle bolt with a minimum .215 diameter shank and a
minimum twenty (20) threads per inch, with a two and one-half inch (2-1/2") wing span.
Locking toggle must be coated with a corrosion resistant coating with a factory applied
adhesive on the threads which is activated by the assembly forces of the wing during
installation. Adhesive must be such that it will cure within twenty-four to seventy-two (24-72)
hours after installation into the deck, resulting in a bond between the bolt and the wing. To
be used with bar or round pressure plates or the system manufacturer's approved bar or
pressure plates, as manufactured by Olympic Manufacturing Group, Inc., or approved equal.
Fasteners, plates, and/or bars shall be listed in the FM Global Approval Guide.
G. Structural Concrete Nail: Shall be a spiral fluted for concrete, hot dipped galvanized,
Con-Tite nail with a minimum .210 diameter shank. To be used with round, plastic pressure
plates, as manufactured by Olympic Manufacturing Group, Inc., or approved equal.
Fasteners, plates, and/or bars shall be listed in the FM Global Approval Guide.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 - 9
FULLY ADHERED MULTI -PLY ROOF SYSTEM
2.10 BONDING ADHESIVE FOR FLASHING
f
FLEET WAREHOUSE COMPLEX
A. Description: Adhesive is a bonding cement of synthetic rubber for fully adhering
membranes to various substrates, produced by Ashland Chemical, or approved equal,
Typical Liquid Properties (Room Temperature)
Color
Amber/Yellow
Base Product
Neoprene
Solids
25%
Specific Gravity
.87
Pounds/Gallon
7.25
Viscosity (CPS)
2500
Solvents
Ketone, Toluene, Aliphatic Hydrocarbon, Zylene
Estimated Coverage
2 Sided Application
55/70 sq. ft. (2/2.5 mils dry)
DOT Label Required
Flammable Liquid
Code - 584661
B. Handling: Contains ingredients which could be harmful if mishandled. Contact with skin and
eyes should be avoided and necessary protective equipment and clothing should be worn.
2.11 ASPHALT ROOF PRIMER
A. Quick -dry asphalt -based primer for priming of asphalt roof surfaces, as manufactured by
membrane manufacturer, or approved equal.
Applicable Federal Specification SS-A-701B
ASTM D 41
Flash Point 105° F
Viscosity at 80' F (ASTM D 217) 50-60 K.U.
Weight per gallon 7.4 pounds
Drying time (to touch) Min. 4 hours
2.12 CANT STRIP
A. Shall be wood fiber where used for non-structural purposes. Shall be treated solid wood
where used for structural purposes meeting NRCA, FM Global and Underwriters Laboratory
guidelines. If solid wood cant is used where insulation exists, cant is to be toe nailed into
treated solid wood nailer the same height as insulation.
2.13 WOOD
A. All nailers, cants and wooden curbs shall be lumber as required by NRCA, FM Global and
Underwriters Laboratory guidelines.
2.14 TRIM STRIP
A. The trim strip shall have the following minimum properties:
1. Six inch (6") wide non -reinforced 60 mil thermoplastic used for capping butted ends of
rolls.
2. The trim strip is seamed with the use of hot-air welding.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 -10
Hil
FULLY ADHERED MULTI -PLY ROOF SYSTEM FLEET WAREHOUSE COMPLEX
2.15 CORNERS
A. Inside and outside corners shall be supplied by the membrane manufacturer and shall be of
the same base material as the roof membrane.
2.16 PIPE BANDS
A. Stainless steel bands with self-locking heads.
B. Tighten with hand tool for tension control and flush cut off.
2.17 PRE -MOLDED BOOTS
A. Non -reinforced thermoplastic tapered molds for various pipes, heat welded to field
membrane and sealed at top with stainless steel pipe bands and seam sealer.
2.18 PITCH PAN SEALANT
A. Shall be one -part, self -leveling polyurethane sealant meeting Federal Specification No.
TT-S-00230C, Type I, Class A, ASTM C 920, Type S, Grade P, Class 25, for use in new
pitch pans.
2.19 PIPESTANDS (6" OR SMALLER - LESS THAN 9" OFF ROOF SURFACE)
A. Black, polycarbonate construction with stainless steel roller pin assembly suitable for gas
lines and conduit set in finished roof assemblies, Model No. 24R, sized accordingly, as
manufactured by Miro Industries, Inc.
2.20 PIPE HANGERS (6" AND LARGER — 9" TO 12" OFF ROOF SURFACE)
A. Shall be pre -assembled portable pipe hangers constructed of high density polypropylene
plastic and UV inhibitors, sized according to outside pipe dimension, as manufactured by
Portable Pipe Hangers, Houston, TX, 800.797.6585.
2.21 LEAD JACKS
A. Shall be four pound (4#) lead, and of dimensions required to completely cover existing
plumbing stack.
2.22 LEAD FLASHING DRAINS
A. Shall be four pound (4#) lead, minimum thirty-six inches by thirty-six inches (36" x 36"),
used for flashing of internal drains.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 -11
FULLY ADHERED MULTI -PLY ROOF SYSTEM FLEET WAREHOUSE COMPLEX
2.23 WALKWAY PAD
A. The walkway pad shall have the following minimum physical properties, and be applied with
edges heat or solvent welded.
Propedy Test Procedure Physical Properties
Color
Gray
Size
36" wide x 60' long
Thickness
ASTM D 638
.080" nominal
Reinforcement
1000 Denier Polyester
Tear Strength
ASTM D 751
210 X 200 Ibf
Puncture Resistance
96 Ibs
Cold Resistance
ASTM D 1043
400 C
Shore A Durometer
85
Hydrostatic Resistance
400 psi
Dimensional Stability
ASTM D 1240
51%
Ultraviolet Stability
12,000 hrs. Excellent
2.24 TERMINATION/PRESSURE BARS
A. Aluminum strip shall be extruded channel bar with a mill finish, width one inch (1
thickness 0.100" ± .008", leg height one-fourth inch (1/4") top and bottom, leg angle ninety
degrees (900), for perimeter and curb anchorage, having predrilled holes six inches (6")
on center, as manufactured by Olympic Fasteners, or approved equal.
2.25 DELIVERY AND STORAGE
A. All materials shall be delivered with appropriate carton and can labels indicating appropriate
warnings, storage conditions, lot numbers, and usage instructions. Materials damaged in
shipping or storage shall not be used.
2.26 PRECAUTIONS
A, Some of the indicated materials are extremely flammable and/or toxic. Use precautions
indicated on can and carton labels.
2.27 MISCELLANEOUS MATERIALS
A. Other materials shall be as specified or of the best grade for the proposed use as
recommended by the manufacturer.
PART 3 - EXECUTION
3.01 REFERENCE
A. The manufacturer's Technical Specifications shall be considered a part of this specification
and should be referred to for more specific application procedures and recommendations.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 -12
FFULLY ADHERED MULTI -PLY ROOF SYSTEM
FLEET WAREHOUSE COMPLEX
B. Application of materials shall be in strict accordance with the manufacturer's
recommendations except where more stringent requirements are shown or specified. In the
instance of a conflict between these specifications and those of the manufacturer, the more
stringent specifications shall take precedence.
C. General Installation:
1. Protect adjacent areas with tarpaulin or other durable materials.
2. Contractor shall prevent overspray, and be responsible for parking lot areas and/or
adjoining areas not part of this contract.
3. Contractor shall be responsible for sealing, as required, all openings that may allow
bitumen migration or drippage, i.e. pitch dams, envelopes, and filler strips.
4. Prepare surfaces according to manufacturer's or applicator's published instructions.
All metal that is to receive bitumen, or come in contact with bitumen or adhesive, shall
be first primed with appropriate primer. Any prefinished sheet steel that is to receive
bitumen, or come in contact with bitumen or adhesive, shall be scored, scuffed or
abraded prior to receiving primer.
5. Use cleaning materials or primers necessary to render an acceptable
surface/substrate.
6. All surfaces/substrates shall be clean and dry prior to application of materials.
7. Prior to application of felts and membrane, all foreign matter, gravel, etc., shall be
removed from the insulation and/or substrate. Gravel or debris between the
insulation/substrate and plies is not acceptable.
8. Bitumen kettle shall have a visible thermometer and thermostatic control or some
other means to provide positive monitoring of the bitumen temperature when it is
heated in accordance with manufacturer's instructions.
9. Ambient temperature shall be 450 F and rising.
10. The maximum heating temperature of Type III asphalt shall be 500° F.
11. The temperature of Type II I asphalt shall be approximately 4300 F t at the point of
application or as recommended by the membrane manufacturer.
12. Maintain kettle and/or tanker temperature at least 25° F below the actual flash point of
the bituminous materials used.
13. Never heat the bituminous materials at high temperatures for prolonged periods of
time.
14. Do not allow bituminous materials to stand in tuggers for long periods.
15. Circulate bituminous materials.
16. Insulate hot transport lines if required.
17. Wrinkles, buckles, kinks, and fishmouths are not acceptable when laying membrane.
18. Where deteriorated base flashing is removed, primed cant strips shall be installed at
the intersection of the deck and the vertical surfaces. All flashings shall be
mechanically top -fastened with a termination bar a minimum of six inches (6") on
center at the top leading edge, and be a minimum of eight inches (8") in height from
finished membrane.
19. Provide a water test of each roof section prior to substantial completion. The test
should simulate rainfall of one inch (1") per hour minimum.
20. On slopes greater than one inch (1 ") in twelve inches (12"), refer to NRCA and/or
manufacturer's guidelines for backnailing procedures and follow the more stringent
guidelines for all specified materials.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 -13
FULLY ADHERED MULTI -PLY ROOF SYSTEM
3.02 SUBSTRATE PREPARATION
3
FLEET WAREHOUSE COMPLEX
A. All substrate preparation shall be in accordance with Section 07591 Membrane Reroofing
Preparation.
3.03 INSULATION
A. Installation of roof insulation shall be in accordance with Section 07216 Roof and Deck
Insulation.
B. Manufacturer's Instructions: In regard to attachment, the manufacturer's instructions or
specifications shall determine the suitability for an application. Installation must meet ASCE
7 criteria and meet local governing building codes.
C. Precautions: The surface of the insulation must not be ruptured due to overdriving of
fasteners.
D. Insulation shall be tapered or feathered at drains and scuppers to provide proper drainage (if
applicable).
E. No more insulation shall be installed than can be covered by the completed roof system by
the end of the day or the onset of inclement weather.
3.04 NAILERS
A. All nailers shall be installed in accordance with Section 06105 Miscellaneous Carpentry.
B. Wooden nailers shall be installed at gravel stops, drip edges, and expansion joints on
outside perimeter of building according to NRCA, Underwriters Laboratory and IBC
guidelines.
C. All Construction: Nailers shall be the same height as the new recovery board being installed
where required. Nailers shall be raised if necessary by anchoring an additional nailer of
appropriate height to the existing nailer if the existing nailer is not to be replaced. Nailers
shall be anchored to resist a pull-out force of one hundred seventy-five pounds (175#) per
foot. Fasteners shall be no less than two (2) per nailer, and be spaced at three feet (3') on
center maximum. Expansion joint nailers shall extend upward a minimum of eight inches
(8") above finish roof height.
3.05 WOOD CANTS
A. All wood cants shall be installed in accordance with Section 06105 Miscellaneous Carpentry,
B. Toe of cant shall be level with the surface to receive new roof membrane and in all cases
anchored according to NRCA, Underwriters Laboratory and IBC guidelines.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 -14
y' FULLY ADHERED MULTI -PLY ROOF SYSTEM FLEET WAREHOUSE COMPLEX
3.06 APPLICATION OF PLY SHEET(S)
A. Recover Board shall be covered with SBS base sheet fully adhered as follows:
All layers shall be solid mopped at the nominal rate of thirty pounds (30#) ± 20 percent per
one hundred (100) square feet using asphalt Type III as required by slope, properly heated.
Specified layers shall be applied in accordance with the manufacturer's recommendations
and in accordance with general practices as set forth by the NRCA Roofing Manual.
3.07 APPLICATION OF FLEECE BACKED MEMBRANE
A. Fully Adhered Application: Fully adhere membrane to acceptable substrate with hot asphalt
applied at the rate specified by the manufacturer.
1. The roof surface must be clean, dry and free of foreign material.
2. Position sheets as indicated on approved shop drawings.
3. Fold one end of the Elvaloy® sheet on top of itself until both ends meet. Apply hot
asphalt to the prepared roof surface. The sheet can then be pulled and laid into the
bonding material using care not to create any wrinkles.
4. Carefully push into place from fold line to overlap, avoiding wrinkles and air pockets.
Roll or broom membrane flat.
5. Repeat procedure for other sheet half.
6. Lap seams shall be done by lapping the two inch (2") selvedge edge over the
non -selvedge edge of the previous roll. The selvedge edge seam shall be made with
the heat gun method.
7. Roll ends are butted together and capped with a six inch (6") wide trim strip. The trim
strip is then seamed with the heat gun.
8. Seam sealer shall be applied to all non -factory edges.
B. Lap Seaming Procedure: Overlap membrane for attachment method specified and hot-air
welded with manufacturer's approved equipment.
1. All surfaces to be weld shall be clean, dry and free of foreign material.
2. All seams must then be checked with a needle probe and any voids repaired with the
heat gun.
3. Caulk all exposed cut edges with seam sealer.
3.08 FLASHING
A. Flash all penetrations, metal edge systems, walls, curbs, expansion joints, drains as shown
on details and approved shop drawings with white reinforced Elvaloy® flashing membrane.
1. Use prefabricated flashing accessories or components such as sealant pockets,
premolded vent/pipe flashing.
2. Mechanically fasten flashing at terminations according to approved details.
3. Fastening membrane flashing through metal counterflashing is not acceptable.
B. Any lumber or shimming required for attachment or to make material flashing flush or level
with offsets and/or transitions shall be incorporated in the flashing specifications.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 -15
FULLY ADHERED MULTI -PLY ROOF SYSTEM FLEET WAREHOUSE COMPLEX
3.09 BASE FLASHING (APPROXIMATELY 8" IN HEIGHT MINIMUM)
A. Base flashings shall be installed using the flashing membrane, with length of run not to
exceed twenty linear feet (20').
B. Wooden nailers or curbs shall be installed at all edges and openings in the roof,
mechanically fastened to the deck.
C. Cant strips shall be installed at the intersection of the deck and all vertical surfaces.
D. The roofing field membrane shall extend up over and two inches (2") above the top of cant
strips at all vertical intersections or out to the roofs edge.
E. All existing substrates receiving flashing membrane shall be clean and primed with primer,
prior to application as required.
F. All flashings shall be mechanically fastened with a termination bar a maximum of six inches
(6") on center, be a maximum of eight inches (8") above finished roof height, extend a
minimum of four inches (4") onto the field of horizontal roof membrane, and not exceed
twenty linear feet (20') of run in length.
G. After proper termination of the base flashing at a minimum eight inch (8") height (or
maximum eighteen inch (18") height), a saw cut reglet with counterflashing shall be installed
according to NRCA and SMACNA guidelines.
H. All vertical flashing lap seams of the flashing membrane shall be hot-air welded.
I. All flashing membrane shall be adhered with flashing bonding adhesive to the vertical
substrate and hot-air welded to the field of roof membrane; hot-air weld vertical laps.
J. Flashing laps shall be minimum two inch (2") width, no maximum. Hot-air weld of flashing
lap shall be minimum two inch (2") width, no maximum.
K. Hot -Air Welding of Flashing Laps:
1. When using a hand-held hot-air welder, the seams should be pressed together using a
hand-held roller. The speed and temperature settings of the welding equipment can
be affected by the weather conditions at the site of application, therefore, these
parameters should be set by trial and error using two (2) pieces of the flashing
membrane. Minimum width of hot-air weld two inches (2"), no maximum.
2. Lay the laps together and apply pressure to the welded seam to ensure full adhesion.
3. Allow the seams to set fully, and probe the entire length for voids. Reseam voids
immediately with a hot-air gun and roller.
L, All hot-air welded seams/laps, shall be tested daily with a probe for integrity, no variance.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 -16
FULLY ADHERED MULTI -PLY ROOF SYSTEM
FLEET WAREHOUSE COMPLEX
3.10 VERTICAL WALL FLASHING (FOR USE APPROXIMATELY 8-18" ABOVE THE FINISHED
ROOF LINE AND EXTENDING UPWARD)
A. Flashing membrane shall be installed on the vertical beginning a minimum of eight inches
(8") above the finished roof line (where the base flashing is terminated), with length of run
not to exceed twenty feet (20'). Flashing shall be installed in strict accordance with the
manufacturer's recommendations.
B. The termination bar used to terminate the minimum eight inch (8") high base flashing shall
be used to terminate the lower edge of the vertical flashing. This will cause the termination
bar to be buried at the termination point. Care should be taken to ensure the top edge of the
base flashing and bottom edge of the vertical flashing are both secured.
C. All existing substrates receiving flashing membrane shall be clean and primed with asphalt
primer, prior to application.
D. All substrates receiving welded -seam flashing membrane shall be clean and primed with
primer, prior to application when applicable.
E. The vertical wall flashing membrane shall be set in flashing bonding adhesive according to
manufacturer's guidelines.
F. All vertical flashing lap seams of the flashing membrane shall be hot-air welded.
G. Flashing laps shall be minimum two inch (2") width, no maximum. Hot-air weld of flashing
lap shall be minimum two inch (2") width, no maximum.
�f
H. Immediately following the laying of the flashing membrane, it shall be pressed or rolled in the
width direction of the membrane. This will prevent excessive entrapment of air beneath the
membrane. The pressing or rolling shall be in the width direction and with the laps so as not
- to buck the laps.
I. Any flashing extending further than eighteen inches (18") up onto a vertical surface shall be
t : installed using the strapped method and must be fastened with a termination bar or installed
up and over the parapet wall and fastened to the nailer on the outside of the wall.
J. The flashing membrane shall be run up the wall in sheet widths, run under the coping cap
and be terminated on the outside of the wall six inches (6") on center; then the coping cap
shall be reset. All side laps are to be hot-air welded.
K. Hot-air Welding Laps:
1. When using a hand-held hot-air welder, the seams should be pressed together using a
hand-held roller. The speed and temperature settings of the welding equipment can
be affected by the weather conditions at the site of application, therefore, these
parameters should be set by the contractor by using two (2) pieces of flashing
membrane. Minimum width of hot-air weld shall be two inches (2").
2. Lay the laps together and apply pressure to the welded seam to ensure full adhesion.
3. Allow the seams to set fully, and probe the entire length for voids. Reseam voids
immediately with a hot-air gun and roller.
L. All hot-air welded seams/laps shall be tested daily with a probe for integrity, no variance.
i,
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 -17
3
FULLY ADHERED MULTI -PLY ROOF SYSTEM FLEET WAREHOUSE COMPLEX
M. Any lumber or shimming required for attachment or to make material flashing flush or level
d.
with offsets and/or transitions shall be incorporated in the flashing specifications.
3.11 PERIMETER FASTENING
A. Wood nailers are required for perimeter gravel stops or drip edges. Field membrane and all
{
plies shall be mechanically fastened to nailer on twelve inch (12") centers maximum.
3.12 EDGING FLASHINGS
A. An NRCA-approved gravel stop/fascia system shall be installed in strict accordance with
published instructions to meet ES-1.
0
3.13 ROOF DRAINS
A. Inspect and test drain and drain lines prior to start of work in contact area. Open if blocked
or clogged and repair/replace all broken, missing drain components and lines as required.
Verify in writing that all drains and lines are free flowing and watertight prior to substantial
completion. Comply with local plumbing codes.
B. Remove strainer and clamping ring. Repair (or replace if damaged) and reset.
C. Insert Drains (If Required): Install new drain inserts with permanent gaskets between insert
and drain wall to prevent backflow of water and leakage.
D. Replacement Drains (If Required): Sized to match existing drain system. Install watertight
to existing lines. Follow drain manufacturer's installation requirements.
3.14 WALKWAY PADS
A. Fully adhere and heat weld walkway pads where shown on drawings or where required to
provide protected pathways from rooftop access points to mechanical or other equipment
P
requiring rooftop maintenance.
3.15 CLEANING
A. Clean exposed surfaces of excess cement, adhesive, sealants, mortar and paint associatedI
I,
with the new work.
B. Clean work area of excess roofing materials and installation debris daily.
C. Repair or replace defaced or disfigured finishes caused by the work.
3.16 MEMBRANE CLEANING
A. After all membrane has been installed, it shall be cleaned with a cleaning agent compatible
with the membrane to return the membrane to like new appearance.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 -18
i FULLY ADHERED MULTI -PLY ROOF SYSTEM
3.17 PROTECTION
FLEET WAREHOUSE COMPLEX
A. Protect all building surfaces against damage from roofing work.
B. Where traffic must continue over finished, installed roofing system, protect membrane,
underlayment accessories and finishes from damage.
3.18 MEMBRANE PROTECTION
A. Where equipment pads, wood sleepers, or walkway slabs are to be installed over the roofing
membrane, an additional layer of the roofing membrane shall be installed between the
roofing membrane and the pad, sleeper, or slab. Due caution shall be exercised to prevent
roofing membrane damage during placement. Where required, membrane shall be welded
to field membrane to prevent slippage.
3.19 PIPING/CONDUIT
A. Piping/conduit shall be raised to NRCA recommended heights, and new supports furnished.
Permanent supports shall be installed upon pads approved by membrane manufacturer.
1 Coordinate work with Owner's representative.
B. All gas lines and piping shall be coated with specified commercial grade yellow paint.
3.20 PIPE/EQUIPMENT SUPPORTS
A. Pipe supports shall be placed approximately ten feet (10') on center. New supports shall be
set on a double layer of membrane, and attached to the pipe with suitable strapping.
Double layer of membrane shall be adhered to the roof surface.
3.21 OVERNIGHT SEAL
A. Shall be performed according to accepted roofing practice as outlined in the NRCA Roofing
Manual, SPRI and membrane manufacturer's recommended procedure.
B. The roofing membrane shall be sealed to the roof deck or existing roof at the end of the
day or at the onset of inclement weather to prevent water from flowing into the completed
roofing system. Temporary seals shall be removed upon resumption of work.
3.22 COPING JOINTS, REGLET JOINTS, CAULK JOINTS, WALL JOINTS, AND WALL CRACKS
ABOVE THE ROOF LINE
A. All reglet and coping joints shall be raked clean of loose materials and debris, and sealed
with caulk sealant. Sealant shall be properly installed and tooled in a workmanlike manner
to ensure permanent seal.
B. All open coping and masonry terminations and intersections shall be cleaned out and sealed
with backer rod and caulk sealant. Backer rod shall be minimum one and one-half (1-1/2)
times the width of the opening to be sealed. Caulk sealant thickness shall be minimum of
one-half (1/2) of the width of the opening to be sealed.
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 -19
FULLY ADHERED MULTI -PLY ROOF SYSTEM
1
FLEET WAREHOUSE COMPLEX
C. Clean joint surfaces immediately before installation of gaskets, sealant or caulking
compound. Remove dirt, insecure coatings, existing sealant, moisture, and other
substances which could interfere with seal of gasket or bond of sealant or caulking
compound. Etch concrete and masonry joint surfaces as recommended by sealant
manufacturer. Roughen vitreous and glazed joint surfaces as recommended by sealant
manufacturer.
D. Prime or seal joint surfaces where indicated, and where recommended by sealant
manufacturer. Confine primer/sealer to areas of sealant bond; do not allow spillage or
migration onto adjoining surfaces.
E. Comply with manufacturer's printed instructions except where more stringent requirements
are shown or specified, and except where manufacturer's technical representative directs
otherwise.
F. Install sealant backer rod for liquid -applied sealants, except where shown to be omitted or
recommended to be omitted by sealant manufacturer for application indicated.
G. Employ only proven installation techniques, which will ensure that sealants are deposited in
uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of joint to
bond surfaces equally on opposite sides. Except as otherwise indicated, fill sealant rabbet
to a slightly concave surface, slightly below adjoining surfaces. Where horizontal joints are
between a horizontal surface and vertical surface, fill joint to form a slight cove, so that joint
will not trap moisture and dirt.
H. For normal moving joints to be sealed with elastomeric sealants but not subject to traffic, fill
joints to a depth equal to fifty percent (50%) of joint width, but neither more than one-half
inch (1/2") deep nor less than one-fourth inch (1/4") deep.
END OF SECTION 07535
FULLY ADHERED MULTI -PLY ROOF SYSTEM 07535 - 20
r
MEMBRANE REROOFING PREPARATION FLEET WAREHOUSE COMPLEX
SECTION 07591
MEMBRANE REROOFING PREPARATION
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.02 SUMMARY
A. This Section includes the following:
1. Roof tear -off.
1.03 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.
1.04 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 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.
F. Existing to Remain: Existing items of construction that are not indicated to be removed.
1.05 SUBMITTALS
A. Product Data: For each type of product indicated.
MEMBRANE REROOFING PREPARATION 07591 -1
MEMBRANE REROOFING PREPARATION
FLEET WAREHOUSE COMPLEX
B. Temporary Roofing: Include Product Data and description of temporary roofing system. If
temporary roof will remain in place, submit surface preparation requirements needed to
receive permanent roof, and submit a letter from roofing membrane manufacturer stating
acceptance of the temporary membrane, and that its inclusion will not adversely affect the
roofing system's resistance to fire and wind.
C. Fastener pull-out test report.
D. 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.
E. Landfill Records: Indicate receipt and acceptance of hazardous wastes, such as
asbestos -containing material, by a landfill facility licensed to accept hazardous wastes.
1.06 QUALITY ASSURANCE
A. Installer Qualifications: Installer of new membrane roofing system licensed to perform
asbestos abatement in the State or jurisdiction where Project is located.
B. Regulatory Requirements: Comply with governing EPA notification regulations before
beginning membrane roofing removal. Comply with hauling and disposal regulations of
authorities having jurisdiction.
C. Preliminary 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 representative; Owner's insurer if applicable; testing and
inspecting agency representative; roofing system manufacturer's representative;
deck Installer; 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 and base
flashing substrate for reuse.
8. Review structural loading limitations of deck during reroofing.
9. Review base flashings, special roofing details, drainage, penetrations, equipment
curbs, and condition of other construction that will affect reroofing.
10. Review HVAC shutdown and sealing of air intakes.
MEMBRANE REROOFING PREPARATION 07591 - 2
9
a
i'
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MEMBRANE REROOFING PREPARATION FLEET WAREHOUSE COMPLEX
11. Review shutdown of fire -suppression, -protection, and -alarm and -detection
systems.
12. Review procedures for asbestos removal or unexpected discovery of asbestos -
containing materials.
13. Review governing regulations and requirements for insurance and certificates if
applicable.
14. Review existing conditions that may require notification of Architect before
proceeding.
D. 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 representative, Owner's insurer if applicable, testing and
inspecting agency representative, roofing system manufacturer's representative,
deck Installer, roofing Installer including project manager, superintendent, 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 structural loading limitations of deck during reroofing.
9. Review base flashings, special roofing details, drainage, penetrations, equipment
curbs, and condition of other construction that will affect reroofing.
10. Review HVAC shutdown and sealing of air intakes.
11. Review shutdown of fire -suppression, -protection, and -alarm and -detection
systems.
12. Review procedures for asbestos removal or unexpected discovery of asbestos -
containing materials.
13. Review governing regulations and requirements for insurance and certificates if
applicable.
14. Review existing conditions that may require notification of Architect before
proceeding.
1.07 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
48 hours notice of activities that may affect Owner's operations.
MEMBRANE REROOFING PREPARATION 07591 - 3
MEMBRANE REROOFING PREPARATION
FLEET WAREHOUSE COMPLEX
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.
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D. Owner assumes no responsibility for condition of areas to be reroofed.
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1. Conditions existing at time of inspection for bidding will be maintained by Owner as
far as practical.
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E. Limit construction loads on roof for uniformly distributed loads.
_
F. A roof moisture survey of existing membrane roofing system is available for Contractor's
VJ
reference.
G. The results of an analysis of test cores from existing membrane roofing system are
available for Contractor's reference.
H. 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.
Hazardous Materials: It is not expected that hazardous materials such as asbestos -
containing materials will be encountered in the Work.
1. Hazardous materials will be removed by Owner before start of the Work. Existing
roof will be left no less watertight than before removal.
2. If materials suspected of containing hazardous materials are encountered, do not
disturb; immediately notify Architect and Owner. Hazardous materials will be
removed by Owner under a separate contract.
J. Hazardous Materials: Present in building to be reroofed. A report on the presence of
hazardous materials is on file for review and use. Examine report to become aware of
locations where hazardous materials are present.
1. Hazardous material remediation is specified elsewhere in the Contract Documents.
2. Do not disturb hazardous materials or items suspected of containing hazardous
materials except according to procedures specified elsewhere in the Contract
Documents.
3. Coordinate with hazardous material remediation Contractor to prevent water from
entering building or existing roofing system.
MEMBRANE REROOFING PREPARATION 07591 - 4
_.' MEMBRANE REROOFING PREPARATION FLEET WAREHOUSE COMPLEX
PART 2 - PRODUCTS
2.01 1NFILL MATERIALS
A. Use infill materials matching existing membrane roofing system materials, unless
otherwise indicated.
2.02 AUXILIARY REROOFING MATERIALS
A. General: Auxiliary reroofing preparation materials recommended by roofing system
manufacturer for intended use and compatible with components of existing and 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
A. 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.
B. During removal operations, have sufficient and suitable materials on -site to facilitate rapid
installation of temporary protection in the event of unexpected rain.
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.
A. General: Notify Owner each day of extent of roof tear -off proposed.
F. Roof Tear -Off: Remove existing roofing membrane and other membrane roofing system
components down to the deck.
MEMBRANE REROOFING PREPARATION 07591 - 5
MEMBRANE REROOFING PREPARATION
FLEET WAREHOUSE COMPLEX
1. Remove roof insulation.
2. Bitumen and felts that are firmly bonded to concrete decks are permitted to remain if
felts are dry. Remove unadhered bitumen and felts and wet felts.
3. 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.
4. Remove fasteners from deck or cut fasteners off slightly above deck surface.
3.03 DECK PREPARATION
A. Inspect deck after tear -off of membrane roofing system.
B. If broken or loose fasteners that secure deck panels to one another or to structure are
A.
observed, or if deck appears or feels inadequately attached, immediately notify Architect.
Do not proceed with installation until directed by Architect. }
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C. If deck surface is not suitable for receiving new roofing, or if structural integrity of deck is
suspect, immediately notify Architect. Do not proceed with installation until directed by ri
Architect. t -
D. Provide additional deck securement as indicated on Drawings.
J
E. Replace deck as indicated on Drawings.
3.04 CATEGORY II (NON -FRIABLE) ASBESTOS CONTAINING MATERIALS (ACM) REMOVAL
NOTE: Asbestos removal procedures are required (if asbestos is present) while removal of ACM
roof materials takes place. The following procedures are to be followed as a minimum:
A. Roofing contractors who perform asbestos roof tear -off shall use hand tools such as axes,
picks, shovels or mechanical equipment such as a "roof warrior" that uses a reciprocating
wedge to tear roofing materials. Breaking and/or slicing of material is permitted. Sanding,
grinding or abrading during handling is not permitted.
B. Wrap all rooftop ducts, vents or exhaust openings with 6 mil poly and tape.
C. Provide an Asbestos Hazard Control Supervisor (competent person) to oversee demolition.
D. Ensure employees have received OSHA required training in asbestos removal and health.
hazards associated with exposure to airborne asbestos fibers.
E. Roof will be sufficiently wetted down before removal to prevent dust, using pump -up garden
sprayer or water hose with spray nozzle.
F. Perform personal and area air monitoring for at least the first three (3) days of the project in
i I
accordance with 29 CFR 1910.1001. Monitoring shall be done by either: 1) in-house
certified abatement personnel; or 2) certified asbestos monitoring personnel from a certified
h,
outside source.
G. Asbestos Warning signs and tape shall be posted in tear -off area.
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4
MEMBRANE REROOFING PREPARATION 07591 - 6
MEMBRANE REROOFING PREPARATION FLEET WAREHOUSE COMPLEX
H. Based on air monitoring results, the contractor MUST execute a Written Negative Exposure
Assessment Determination and keep on file at the project site along with air monitoring
results.
Use airtight chutes or mechanical means to lower ACM from the roof. The ACM must be
wrapped in poly and removed daily. If ACM is NOT wrapped, the disposal container must
be enclosed.
J. Disposal: Can be disposed of as construction debris at any approved landfill.
3.05 INFILL MATERIALS INSTALLATION
A. Immediately after removal of selected portions of existing membrane roofing system, and
inspection and repair, if needed, of deck, fill in the tear -off areas to match existing
membrane roofing system construction.
1. Installation of infill materials is specified in Division 7 Section.
2. Install new roofing membrane patch over roof infill area. If new roofing membrane is
installed the same day tear -off is made, roofing membrane patch is not required.
3.06 EXISTING BASE FLASHINGS
A. Remove existing base flashings around parapets, curbs, walls, and penetrations.
1. Clean substrates of contaminants such as asphalt, sheet materials, dirt, and debris.
B. Inspect parapet sheathing for deterioration and damage. If parapet sheathing has
deteriorated, immediately notify Architect.
3.07 FASTENER PULL-OUT TESTING
A. Perform fastener pull-out tests according to SPRI FX-1, and submit test report to Architect
before installing new membrane roofing system.
1. Obtain Architect's approval to proceed with specified fastening pattern. Architect
may furnish revised fastening pattern commensurate with pull-out test results.
3.08 DISPOSAL
A. 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.
B. Transport demolished materials off Owner's property and legally dispose of them.
END OF SECTION 07591
MEMBRANE REROOFING PREPARATION 07591 - 7
SHEET METAL AND MISCELLANEOUS ACC. FLEET WAREHOUSE COMPLEX
SECTION 07620
SHEET METAL AND MISCELLANEOUS ACCESSORIES
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
1. Provide flashing and sheet metal components for moisture protection.
2. Related accessories.
1.02 QUALITY ASSURANCE
A. Comply with governing local, state, and federal regulations, safety standards, and codes,
Provide products of acceptable manufacturers in satisfactory use in similar service for
five (5) years. Use experienced installers. Deliver, handle and store materials in
accordance with manufacturer's instructions.
B. Reference Standards: Applicable portions of ASCE, SMACNA, ASTM and NAAMM
publications.
1.03 WARRANTIES
A. Manufacturer's Product Warranty: Submit manufacturer's standard limited product warranty
signed by the manufacturer's authorized official, guaranteeing to correct failures in product
which may occur during the warranty period, without reducing or otherwise limiting any other
rights to correction which the Owner/Project Consultant may have under the contract
documents. Failure is defined to include product failure which leads to interruption of a
watertight installation. Correction may include repair or replacement of failed product.
B. Contractor's Warranty Period: For roofing flashing and sheet metal, provide a written
warranty which shall warrant work to be free of leaks and defects in materials and
workmanship for two (2) years, starting from date of substantial completion.
C. Defects of the sheet metal occurring during the warranty period shall be promptly corrected
by the contractor, and defects of the roofing shall be promptly corrected by the manufacturer
at no additional cost to the Owner. Upon notification from the Owner or the Owner's
representative that evidence of a defect exists, the responsible party shall immediately
inform the Owner's representative of the date on which corrective work will be scheduled,
and shall notify the Owner's representative when the corrective work has been completed.
PART 2 - PRODUCTS
2.01 SHEET METAL MATERIAL
A. Hot -dipped Galvanized Steel for use as counterflashings (where not visible from the
ground), pitch pans and expansion joints: Minimum 24-gauge, G-90, hot -dipped galvanized
metal, commercial quality, ASTM A 525.
SHEET METAL AND MISCELLANEOUS ACCESSORIES 07620 -1
in
t.-,.
SHEET METAL AND MISCELLANEOUS ACC, FLEET WAREHOUSE COMPLEX
B. Hot -dipped Galvanized Steel for use as continuous clips: Minimum 22-gauge, G-90,
hot -dipped galvanized metal, commercial quality, ASTM A 525.
C. Prefinished Galvanized Sheet Steel (where visible from the ground): Shall be 24-gauge flat
stock, prefinished with Kynar finish meeting ASTM A 446, forty-five and one-half inches to
forty-eight inches width by one hundred twenty inches in length (45-1/2" - 48" x 120") for use
as new metal edge gravel guard, cover plates, downspouts, gutters, coping and
miscellaneous metal. Standard color to be selected by Owner/Project Consultant.
D. Sheet Lead: QQ-L-201, Grade B.
E. All existing sheet metal shall be replaced with new metal of like gauge and type, or as
specified on drawings.
2.02 FASTENERS
A. Fasteners shall be same metal as flashing/sheet metal, or other non -corrosive metal as
recommended by sheet manufacturer for the specific application. Match finish of exposed
heads with material being fastened.
B. Fasteners and fastening plates or bars shall be listed in the FM Global Approval Guide.
C. Fastener for Brick: Shall be one-fourth inch by two inches (1/4" x 2"), zinc with plated steel
or stainless steel nail, one piece unit, flat head.
D. Screws: Self -taping sheet metal type with neoprene washer, as appropriate.
E. Pop Rivets: Full stainless steel Series 42 or 44, as appropriate.
F. Continuous Clip: Concealed hold-down clip type; of same materials as coping, gravel guard,
sized to suit application. Use a continuous clip, minimum 22-gauge G-90 galvanized.
2.03 RELATED MATERIAL
A. Bituminous Paint: Acid and alkali resistant, black color.
- B. Plastic Cement: FS SS-C-153, cutback asphalt type.
C, Solder: QQ-S-571 composition best suited for purpose; use high tin content, minimum
60/40, for stainless steel and monel alloy.
f = D. Copper, Sheet, and Strip: QQ-C-576, ASTM B 370, light cold -rolled temper.
E. Lead -coated Copper: ASTM B 101, Type I or 11, Class A.
F. Sealant (for Sheet Metal): One -component polyurethane, conforming to requirements of FS
TT-S-230C, non -staining and non -bleeding.
SHEET METAL AND MISCELLANEOUS ACCESSORIES 07620 - 2
SHEET METAL AND MISCELLANEOUS ACC.
FLEET WAREHOUSE COMPLEX
G. Miscellaneous Materials:
1. Downspout Boots: Cast iron by Neenah Foundry Company, or pre -approved equal,
provide and install.
2. Splash Blocks: Concrete, 3000 psi, 28 days. Provide and install with protection
pads at all downspouts.
3. Metal Accessories: Provide sheet metal clips, straps, anchoring devices, and similar
accessory units as required for installation of work, matching or compatible with
material being installed, non -corrosive, size, and gauge required for performance.
PART 3 - EXECUTION
3.01 INSPECTION
A. Verify roof openings, curbs, pipes, sleeves, ducts or vents through roof are solidly set, cant
strips and reglets in place, substrates are smooth and clean and nailing strips located.
B. Verify membrane termination and base flashings are in place, sealed and secure.
C. Beginning of installation means acceptance of conditions.
3.02 PREPARATION
A. Field measure site conditions prior to fabricating work. Provide all shop drawings and
mock-ups one month prior to installation to the Owner/Project Consultant for approval.
B. Install starter and edge strips and cleats before starting installation.
3.03 FABRICATION - GENERAL
A. Shop -fabricate work to greatest extent possible. Comply with details shown, and with
applicable requirements of SMACNA "Architectural Sheet Metal Manual' and other
recognized industry practices. Fabricate for waterproof and weather -resistant performance;
with expansion provisions for running work, sufficient to permanently prevent leakage,
damage or deterioration of the work. Form work to fit substrates. Comply with material
manufacturer's instructions and recommendations. Form exposed sheet metal work without
excessive oil -canning, buckling, and tool marks, true to line and levels as indicated, with
exposed edges folded back to form hems.
B. Fabricate gravel stops/fascia, gutters/downspouts, counterflashings, pitch pans, expansion
joints, and copings with new galvanized sheet metal as specified. Fabricate gravel guard
and fascia to size and dimensions as indicated on the drawings. Fabricate light metal
coping, gutters and downspouts as indicated.
C. Form sheet metal on bending brake.
D. Shape, trim and hand seam metal on bench insofar as practicable.
E. Form materials with straight lines, sharp angles and smooth curves.
F. Fold back edges on concealed side of exposed edge to form hem (1/2" minimum).
SHEET METAL AND MISCELLANEOUS ACCESSORIES 07620 - 3
SHEET METAL AND MISCELLANEOUS ACC. FLEET WAREHOUSE COMPLEX
�z
G. Weld or solder joints on parts that are to be permanently and rigidly assembled.
H. Submit sheet metal models for approval by the Owner/Project Consultant.
I. Limit single -piece lengths to ten feet (10').
J. Fabricate corner pieces with eighteen inch (18") extensions, metered and sealed by forming
as one piece.
K. Surface sand flange prior to applying any primers on Kynar metal.
L. Backpaint flashing in contact with masonry or dissimilar materials with bituminous paint.
M. Install new metal rooftop projections. New rooftop projection details shall be as
recommended in NRCA or SMACNA handbooks. All rooftop projections shall be cleaned, all
joints sealed, and painted with a rust inhibitive paint. Standard color to be selected by the
Owner/Project Consultant.
N. All sheet metal shall be sealed and watertight.
O. Metal work should be secured so as to prevent damage from buckling or wind. Where clips
are shown, these are to be continuous.
P. All metal to receive bitumen or adhesive shall be first primed with asphalt primer.
Q. All prefinished metal shall be sanded and/or abraded prior to receiving primer.
R. Seams: Fabricate non-moving seams in sheet metal with flat -lock seams. For metal other
than aluminum, tin edges are to be seamed, form seams, and soldered.
S. Expansion Provisions: Form expansion joints of intermeshing hooked flanges, not less than
one inch (1") deep, filled with mastic sealant (concealed within joints).
T. Sealant Joints: Where movable, non -expansion type joints are indicated or required for
proper performance of work, form metal to provide for proper installation of elastomeric
sealant, in compliance with industry standards.
U. Separations: Provide for separation of metal from non -compatible metal or corrosive
substrates by coating concealed surfaces at locations of contact, with bituminous coating or
other permanent separation as recommended by manufacturer/fabricator.
V. Bed flanges of work in a thick coat of bituminous roofing cement where required for
waterproof performance.
SHEET METAL AND MISCELLANEOUS ACCESSORIES
07620 - 4
SHEET METAL AND MISCELLANEOUS ACC. FLEET WAREHOUSE COMPLEX
3.04 INSTALLATION
A. General: All sheet metal termination to vertical wall shall have a through -wall with receiver
installed on masonry walls or prefabricated "Z" bar flashing pre -installed to fluid applied wall
finished prior to installation of sheet metal termination. This applies to edge metal, base
flashing closures and all vertical surface intersections. Refer to NRCA, SMACNA, and metal
manufacturer's guidelines.
B, Gravel Guard/Fascia:
1. Shall be installed with expansion joints, ten feet (10') on center, one-fourth inch (1/4')
expansion leeway, with a cover plate.
2. Secure metal flashings per specifications.
3. Lock seams and end joints.
4. Form sections identical to profiles as shown or approved similar, to match existing
building.
5. Fabricate corner pieces with minimum eighteen inch (18"), maximum forty-eight
inch (48") extensions, formed and sealed with rivets and sealant, as one piece.
6. Hem exposed edges three -fourths inch (3/4') minimum.
7. Backpaint flashing in contact with masonry or dissimilar materials with bituminous
paint. Surface sand before applying primers.
8. Integrate flashing in a manner consistent with detailing,
9. Provide and install continuous clip around perimeter.
10. Apply sealant at horizontal juncture of gravel guard metal to exterior vertical wall.
11. Shall be fabricated in accordance with all SMACNA provisions.
12. Install bead of sealant at metal edge juncture at exterior wall surface.
C. Coping:
installation.
1.
Install new metal coping as required for a permanent watertight
2.
All coping shall be manufactured with low profile standing seam metal.
3.
Shall be minimum 24-gauge prefinished Kynar installed in ten foot (10') sections
4.
maximum.
Vertical fascia shall extend minimum two and one-half inches (2-1/2") or be minimum
one and one-half inches (1-1/2") below bottom of nailer, whichever is greater.
5.
Secure metal flashings per specifications.
6.
Lock seams and end joints.
7.
Form sections identical to profiles as shown or approved similar, to match existing
building.
8.
Fabricate corner pieces with minimum eighteen inch (18"), maximum forty-eight
inch (48") extensions, formed and sealed with rivets and sealant, as one piece.
9.
Hem exposed edges three -fourths inch (3/4') minimum.
-
10.
Backpaint flashing in contact with masonry or dissimilar materials with bituminous
paint. Surface sand before applying primers.
11.
Integrate flashing in a manner consistent with detailing.
12,
Provide and install continuous clip, minimum 22-gauge.
13.
Apply sealant at horizontal juncture of coping metal to exterior vertical wall.
14.
Shall be fabricated in accordance with all SMACNA provisions.
15,
Install bead of sealant at metal edge juncture at exterior wall surface.
j I
ij
SHEET METAL AND MISCELLANEOUS ACCESSORIES 07620 - 5
r,
A a SHEET METAL AND MISCELLANEOUS ACC.
FLEET WAREHOUSE COMPLEX
D. Expansion Joint Field and at Wall:
1. Shall be as outlined by details, and be in full compliance with all provisions of
SMACNA and FM Global requirements for attachment, installation and
recommendations.
2. Secure metal flashings per specifications.
3. Lock seams and end joints.
4. Form sections identical to profiles as shown or approved similar, to match existing
building.
5. Fabricate corner pieces with minimum eighteen inch (18"), maximum forty-eight
inch (48") extensions, formed and sealed with rivets and sealant, as one piece.
6. Hem exposed edges three -fourths inch (3/4") minimum.
7. Backpaint flashing in contact with masonry or dissimilar materials with bituminous
paint. Surface sand before applying primers.
8. Integrate flashing in a manner consistent with detailing.
9. Provide and install continuous clip around perimeter.
10. Shall be fabricated in accordance with all SMACNA provisions.
E. Counterflashing:
1. Install new metal counterflashing as required for a permanent watertight installation.
counterflashing as required for a permanent watertight installation.
2. Saw cut brick mortar joint to receive friction fit reglet and removable counterflashing
as detailed in SMACNA Figure 4-3E.
F. Gutter and Downspout:
1. Fabrication:
a) Fabricate gutter and downspout of profile and size indicated.
b) Field measure site conditions prior to fabricating work.
c) Fabricate with required connection pieces.
d) Fabricate section square, true, and accurate in size, in maximum possible
lengths and free of distortion or defects detrimental to appearance or
performance.
e) Hem exposed edges of metal.
f) Form and seal all metal joints; provide for expansion joints per SMACNA.
2. Installation:
a) Install collector head, downspout, and accessories.
b) Join lengths with seams pop riveted and sealed watertight. Flash and seal
collector head to downspouts and accessories.
c) Seal all metal joints watertight for full metal surface contact.
d) Collector Head: SMACNA style profile; submit detail for approval.
e) Downspouts: Rectangular profile. Seal all joints, four inches by six
inches (4' x 6").
f) Support Brackets, Joint Fasteners: Profiled to suit gutters and downspouts.
g) Anchorage Devices: SMACNA requirements. Type recommended by fabricator.
h) Collector Head Support - Kynar: Color and Finish to match, as recommended by
SMACNA.
i) Downspout Supports - Straps, Kynar: Color and Finish to match.
j SHEET METAL AND MISCELLANEOUS ACCESSORIES 07620 - 6
SHEET METAL AND MISCELLANEOUS ACC.
FLEET WAREHOUSE COMPLEX
G. Overflow Scupper, Collector Head and Downspout:
1. Fabrication:
a) Fabricate overflow scupper, collector head and downspout of profile and size
indicated, taking care that the roof drain leader fits properly into the back of the
collector head. Seal the pipe to the collector head for watertightness.
b) Field measure site conditions prior to fabricating work.
c) Fabricate with required connection pieces.
d) Fabricate section square, true, and accurate in size, in maximum possible
lengths and free of distortion or defects detrimental to appearance or
performance.
e) Hem exposed edges of metal.
f) Form and seal all metal joints; provide for expansion joints per SMACNA.
2. Installation:
a) Install collector head, downspout, and accessories.
b) Join lengths with seams pop riveted and sealed watertight. Flash and seal
collector head to downspouts and accessories.
c) Seal all metal joints watertight for full metal surface contact.
d) Collector Head: SMACNA style profile; submit detail for approval.
e) Downspouts: Rectangular profile. Seal all joints, four inches by six
inches (4" x 6").
f) Support Brackets, Joint Fasteners: Profiled to suit gutters and downspouts.
g) Anchorage Devices: SMACNA requirements. Type recommended by fabricator.
h) Collector Head Support - Kynar: Color and Finish to match, as recommended by
SMACNA.
i) Downspout Supports - Straps, Kynar: Color and Finish to match.
H. Pitch Pans:
1. Install pitch pans of 24-gauge galvanized steel according to NRCA standards,
minimum of six inches by six inches (6" x 6").
2. Pitch pans shall be fabricated to minimum of four inches (4") above the finished roof
membrane. Seams of pitch pans shall be soldered.
Mastic shall be applied under pitch pan flange a minimum of one-half pound (1/2#)
per linear foot.
4. All metal flanges shall be primed with asphalt primer prior to flashing installation.
Inside of pitch pan shall be cleaned and primed as required by pitch pan sealant
manufacturer.
5. All projections enclosed in pitch pans shall be cleaned in any manner suitable and
coated with a rust inhibitive coating as approved by the Owner/Project Consultant.
Coating shall be allowed to dry prior to pitch pan fill.
6. Base of pitch pans shall be filled with grout or cementitious binder to proper height
and allowed to cure.
7. Top finish fill shall be self -leveling, one -part urethane, with maximum fill to within
three -eighths inch (3/8") of top of pitch pan sides.
8. Strip metal flange of pitch pan with one strip of Type IV fiberglass felt set in hot
bitumen extending from the outer edge of the flange a minimum of three inches (3")
inward to base of pitch pan.
9. Strip in fiberglass felt with 60 mil coal -tar elastomeric membrane (CTEM) flashing set
in hot asphalt extending from the outer edge of the Type IV fiberglass underlayment
a minimum of three inches (3") inward to the base of the pitch pan.
SHEET METAL AND MISCELLANEOUS ACCESSORIES 07620 - 7
SHEET METAL AND MISCELLANEOUS ACC. FLEET WAREHOUSE COMPLEX
Bonnets/Hoods:
1. Fabricate and install above all pitch pans, where necessary, or reinstall as
applicable, metal bonnets over all pitch pans, NO EXCEPTIONS.
2. Bonnets/Hoods shall be manufactured with metal compatible with metal to which
bonnet is to be attached.
3. On beams and other steel, weld in place bonnets fabricated from one-fourth inch
(1/4") steel plate.
4. Draw band bonnets fabricated from 22-gauge galvanized steel may be used on
circular projections.
3.05 FINISH
A. Backpaint concealed metal surfaces with bituminous paint where expected to be in contact
with cementitious materials or dissimilar metals. Exposed surfaces to be provided with a
factory applied fluorocarbon Kynar finish meeting ASTM A 446 and AAMA specification
605.2 for high performance coating.
B. New 24-gauge hot -dipped galvanized metal shall be painted on all locations visible from the
ground with an industrial grade paint to match existing, or standard color selected by
Owner/Project Consultant. Galvanized metal surface must be properly prepared by
removing all oil, grease, and/or protective mill coatings by solvent cleaning surface in
accordance with SSPC-SP1, and according to paint manufacturer's recommendation, to
ensure proper adhesion of paint to metal.
END OF SECTION 07600
SHEET METAL AND MISCELLANEOUS ACCESSORIES 07620 - 8
ROOF ACCESSORIES
SECTION 07720
ROOF ACCESSORIES
PART 1 — GENERAL
1.01 RELATED DOCUMENTS
r:
FLEET WAREHOUSE COMPLEX
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.02 SUMMARY
A, This Section includes the following:
1. Roof curbs
2. Equipment supports
1.03 SUBMITTALS
A. Product Data: For each type of roof accessory indicated. Include construction details,
material descriptions, dimensions of individual components and profiles, and finishes.
B. Shop Drawings: Show fabrication and installation details for roof accessories. Show
layouts of roof accessories including plans and elevations. Indicate dimensions, weights,
loadings, required clearances, method of field assembly, and components. Include plans,
elevations, sections, details, and attachments to other work.
C. Coordination Drawings: Roof plans, drawn to scale, and coordinating penetrations and
roof -mounted items. Show the following:
1. Size and location of roof accessories specified in this Section.
2. Method of attaching roof accessories to roof or building structure.
3. Other roof -mounted items including mechanical and electrical equipment, ductwork,
piping, and conduit.
D. Samples: For each type of exposed factory -applied finish required and for each type of
roof accessory indicated, prepared on Samples of size to adequately show color.
E. Warranty: Special warranty specified in this Section.
1.04 QUALITY ASSURANCE
A. Sheet Metal Standard: Comply with SMACNA's "Architectural Sheet Metal Manual" details
for fabrication of units, including flanges and cap flashing to coordinate with type of roofing
indicated.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Pack, handle, and ship roof accessories properly labeled in heavy-duty packaging to
prevent damage.
ROOF ACCESSORIES 07720 -1
ROOF ACCESSORIES FLEET WAREHOUSE COMPLEX
1.06 PROJECT CONDITIONS
A. Field Measurements: Verify required openings for each type of roof accessory by field
measurements before fabrication and indicate measurements on Shop Drawings.
1.07 COORDINATION
A. Coordinate layout and installation of roof accessories with roofing membrane and base
flashing and interfacing and adjoining construction to provide a leakproof, weathertight,
secure, and noncorrosive installation.
1. With Architect's approval, adjust location of roof accessories that would interrupt
roof drainage routes and roof expansion joints.
1.08 WARRANTY
A. The product manufacturer shall provide a one-year full system material warranty
necessary to cover replacement of all components of the system against defects in
manufacturing. The warranty will not include Acts of God, vandalism, neglect, metal finish
or improper spacing of equipment, which would be a result of improper application.
PART 2 — PRODUCTS
2.01 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to,
manufacturers listed in other Part 2 articles.
B. Manufacturers: Subject to compliance with requirements, provide products by one of the
manufacturers listed in other Part 2 articles.
2.02 METAL MATERIALS
A. Galvanized Steel Sheet: ASTM A 653/A 653M, G90 (Z275) coated.
B. Aluminum -Zinc Alloy -Coated Steel Sheet: ASTM A 792/A 792M, AZ50 (AZM150) coated.
C. Prepainted, Metallic -Coated Steel Sheet: Steel sheet metallic coated by hot -dip process
and prepainted by coil -coating process to comply with ASTM A 755/A 755M.
1. Galvanized Steel Sheet: ASTM A 653/A 653M, G90 (Z275) coated.
2. Aluminum -Zinc Alloy -Coated Steel Sheet: ASTM A 792/A 792M, Class AZ50
(Class AZM150) coated.
3. Exposed Finishes: High -Performance Organic Finish (2-Coat Fluoropolymer):
Prepare, pretreat, and apply coating to exposed metal surfaces to comply with
coating and resin manufacturer's written instructions.
a) Fluoropolymer 2-Coat System: Manufacturer's standard 2-coat, thermocured
system consisting of specially formulated inhibitive primer and fluoropolymer
color topcoat containing not less than 70 percent polyvinylidene fluoride resin by
weight; complying with physical properties and coating performance
requirements in AAMA 2604, except as modified below:
ROOF ACCESSORIES 07720 - 2
ROOF ACCESSORIES
(1) Humidity Resistance: 1000 hours.
(2) Salt -Spray Resistance: 1000 hours.
2.03 EQUIPMENT SUPPORTS
FLEET WAREHOUSE COMPLEX
A. To support HVAC Duct use Model # SS2000D Duct Support. SS2000D is two 17" circular
bases with 12 ga. framing channel formed to make an "H" shaped support. Framing
channel is adjustable in both height and width.
1. Manufacturers:
a). Advanced Support Products, Inc.
B. To support heavier HVAC equipment use equipment platform Model # HV0505B Base
Platform designed by manufacturer to support the weight of the equipment and load
requirements. Equipment platform shall consist of (a) 17" circular bases supporting a
structural steel frame OR (b) galvanized steel plates, with four holes for approved
anchoring per engineering data, supporting a structural steel frame.
1. Manufacturers:
a). Advanced Support Products, Inc.
2.04 ROOF SUPPORTS
A. To support conduit or pipe sized up to 08" when height adjustment is needed use Model #
SS1000A Adjustable Pipe Support. 17" circular base with 12 ga. framing channel, 18"L,
attached to 17" circular base using Y2" threaded rods, 12"L, with washers and nuts. Height
of channel can be adjusted along the length of the %2" threaded rods. Strut clamps are
suggested to hold piping or conduit in place.
1. Manufacturers:
a) Advanced Support Products, Inc.
B. To support water or gas piping up to 08" or when a roller support with height adjustment is
needed use Model # SS1000RA Pipe Support with Adjustable Roller. 17" circular base
with SBR heavy duty rubber roller assembly attached to 17" circular base using '/2"
threaded rods, 12"L, with washers and nuts. Height of roller assembly can be adjusted
along the length of the'/2' threaded rods.
1. Manufacturers:
a) Advanced Support Products, Inc.
C. To support multiple pipe runs, piping up to 012" when height adjustment or pipe
suspension is needed use Model # SS4000P, SS6000P or SS8000P Adjustable Support
Bridge. SS4000P Adjustable Suport Bridge is made of four (4) 17" circular bases and
12ga. framing channel formed to make one "H" shaped support with crossbar. SS6000P
Adjustable Suport Bridge is made of six (6) 17" circular bases and 12ga. framing channel
formed to make two "H" shaped supports with crossbar. SS8000P Adjustable Suport
Bridge is made of eight (8) 17" circular bases and 12ga. framing channel formed to make
three "H" shaped supports with crossbar. Crossbar height is adjustable and offered in
18", 24", 36", and 48" lengths. Use Adjustable Support Bridge with strut clamps or roller
accessories or use optional hanger supports to suspend water or gas piping at various
heights. Optional hanger supports attached to support frame using %2' threaded rods.
Hangers offer complete height adjustments along the length of %2" threaded rods.
ROOF ACCESSORIES 07720 - 3
ROOF ACCESSORIES FLEET WAREHOUSE COMPLEX
1. Manufacturers:
a) Advanced Support Products, Inc.
PART 3 — EXECUTION
3.01 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 and is ready to receive roof accessories.
2. Verify dimensions of roof openings for roof accessories.
3. Proceed with installation only after unsatisfactory conditions have been corrected.
3.02 INSTALLATION
A. General: Install roof accessories according to manufacturer's written instructions. Anchor
roof accessories securely in place and capable of resisting forces specified. Use
fasteners, separators, sealants, and other miscellaneous items as required for completing
roof accessory installation. Install roof accessories to resist exposure to weather without
failing, rattling, leaking, and fastener disengagement.
B. Install roof accessories to fit substrates and to result in watertight performance.
C. 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 manufacturer.
1. Coat concealed side of uncoated aluminum roof accessories with bituminous coating
where in contact with wood, ferrous metal, or cementitious construction.
2. Underlayment: Where installing exposed -to -view components of roof accessories
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 by roof accessory
manufacturers for waterproof performance.
D. Install roof accessories level, plumb, true to line and elevation, and without warping, jogs
in alignment, excessive oil canning, buckling, or tool marks.
E. Equipment Support Installation:
1. Install support systems in accordance with manufacturer's instructions and approved
shop drawings.
2. Accurately locate and align pre -fabricated pipe supports in locations specified as per
approved shop drawings or as required herein and by site conditions to limit pipe
and/or conduit deflection to L/240, not to exceed 10' (3m) on center. No Isolation
pads are required under the 17" circular bases.
3. Should the roofing manufacturer require a separation sheet between the roof and the
support system, place a separation sheet or protective pad conforming to the existing
roof manufacturer's system under 17" circular bases. Do not adhere to the roof
system or 17" circular bases.
- ROOF ACCESSORIES 07720 - 4
ROOF ACCESSORIES
FLEET WAREHOUSE COMPLEX
4. If required, insert frame structures into 17" circular bases as indicated by
manufacturer's instructions.
5. Adjust height of each strut or channel and hanger or roller to its required height and
tighten with nut, but do not over -tighten. Check each support for equal weight
disbursement. Correct if necessary.
6. Remove any unused materials and packaging from job site.
3.03 TOUCH UP
A. Touch up factory -primed surfaces with compatible primer ready for field painting in
accordance with Division 9 painting Sections.
B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and
repair galvanizing to comply with ASTM A 780.
3.04 CLEANING
A. Clean exposed surfaces according to manufacturer's written instructions.
END OF SECTION 07720
ROOF ACCESSORIES 07720 - 5
PORTLAND CEMENT PLASTERING FLEET WAREHOUSE COMPLEX
SECTION 09240
PORTLAND CEMENT PLASTERING
PART 1 — GENERAL
1.01 SECTION INCLUDES
A. Related Documents: General and Supplementary Conditions of the Contract, Division 1
General Requirements, and Drawings are applicable to this Section.
B. Section Includes, but is not limited to:
1. Materials and installation of stucco system.
C. Related Sections:
1. Section 06 10 00 - Rough Carpentry
2. Section 07 62 00 - Sheet Metal Flashing and Trim
3. Section 0790 05 - Joint Sealers
1.02 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. C 897 - Standard Specification for Aggregate for Job -Mixed Portland Cement -Based
Plasters
B. Industry Associations:
1. Gypsum Association
a. GA-253 - Application of Gypsum Sheathing
2. APA Engineered Wood Association
a. E 30 - Residential and Commercial Construction Guide
1.03 PERFORMANCE REQUIREMENTS
A Rh lcrn
TEST
METHOD
CRITERIA
Accelerated
ASTM G26
2,000 hours
No chalking, cracking,
Weathering
checking, crazing or
erosion
Freeze -Thaw
ICBO AC 11
10 cycles
No cracking, checking
or crazing
Surface Burning
ASTM E 84
Flame spread of less than
Flame Spread: <5
25, Smoke developed of
Smoke Developed: <10
less than 450
Fire Resistance
ASTM E 119
One hour fire resistive
Pass
rating
1.04 SUBMITTALS
A. Shop drawings, product data, and samples under provisions of Section 01 3000-
L, CEMENT PLASTERING 09240 -1
PORTLAND CEMENT PLASTERING FLEET WAREHOUSE COMPLEX
Administrative Requirements.
B. Product Data: Manufacturer's specifications, details, installation instructions and product
data.
C. Samples:
1. Submit color samples for each plaster type.
D. Closeout Submittals:
1. Submit under provisions of Section 01 78 00 - Closeout Submittals.
2. Submit Material Safety Data Sheets under provisions of Section 01 78 00 - Closeout
Submittals for the following items:
a. Sprayed -on or troweled -on fireproofing or decorative finish.
1.05 QUALITY ASSURANCE
A. Qualifications:
1.
Single Source Responsibility:
a. Obtain each type of material required from single source.
2.
Manufacturer Qualifications:
a. Minimum of twenty (20) year's experience in manufacture of stucco products.
3.
Installer Qualifications:
a. Specializing in application of Portland cement stucco systems having minimum of
five (5) years successful documented experience with work comparable to that
required for this Project.
b. Employ skilled mechanics that are experienced and knowledgeable in Portland
cement stucco application, and familiar with the requirements of the specified
work.
t
c. Successful completion of minimum of ten (10) projects of similar size and
I
complexity to the specified project.
d. Provide the proper equipment, manpower and supervision on the job site to install
the system in compliance with manufacturer's published specifications and details
and the project plans and specifications.
B. Mock-upsf
1.
Lath and plaster an actual wall surface for each finish specified to show color, texture,
and workmanship. Provide mock-ups of at least 100 sq. ft. Obtain the Architect's
approval of mock-up locations.
Ar
2.
Simulate finished lighting conditions for the Architect's review of mock-up.
3.
Do not start plastering until the Architect approves mock-up. Provide additional mock-
ups if necessary to obtain approval. Do not alter mock-ups until plastering is
I'
completed.
4.
The mock-ups may be part of the Work, and may be incorporated into the finished
Work when so approved by the Architect.
C. Pre -installation Meetings
1. Comply with provisions of Section 01 30 00 - Administrative Requirements.
PORTLAND CEMENT PLASTERING 09240 - 2
µ. PORTLAND CEMENT PLASTERING FLEET WAREHOUSE COMPLEX
1.06 DELIVERY, STORAGE, AND HANDLING
A. Comply with requirements of Section 01 60 00 - Product Requirements.
B. Acceptance at Site
1. Deliver materials in manufacturer's unopened containers, fully identified with name,
brand, type, and grade.
C. Storage and Protection
1. Protect materials from contamination, dampness, freezing, or overheating in
accordance with manufacturer's instructions.
2. Protect coatings (pail products) from freezing and temperatures in excess of 90F.
Store away from direct sunlight.
3. Protect Portland cement based materials (bag products) from moisture and humidity.
Store under cover off the ground in a dry location.
1.07 PROJECT CONDITIONS
A. Project Environmental Requirements
1. Comply with requirements of referenced standards and recommendations of material
manufacturers for environmental conditions before, during, and after installation.
2. Maintain ambient and surface temperatures above 40F during application and drying
period, minimum 24 hours after set of stucco.
3. Provide supplementary heat for installation in temperatures less than 40F such that
temperatures are maintained. Prevent concentration of heat on uncured stucco and
vent fumes and other products of combustion to the outside to prevent contact with
stucco.
4. Prevent uneven or excessive evaporation of moisture from stucco during hot, dry or
windy weather. For installation under any of these conditions provide special measures
to properly moist cure the stucco.
5. Provide protection of surrounding areas and adjacent surfaces from application of
materials.
1.08 WARRANTY
A. Submit a written warranty, executed by the Contractor, Installer, and Manufacturer,
agreeing to repair or replace materials that fail within the specified warranty period.
1. Warranty Period: One (1) after date of Substantial Completion.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. Subject to compliance with requirements indicated herein, provide products of one of the
listed manufacturers.
1. TXI- Lone Star, 1341 W. Mockingbird, Dallas, TX; 800-366-4894; www.txi.com.
2. STO Corporation, 6175 Riverside Drive, Atlanta, GA; 800-221-2397; .
PORTLAND CEMENT PLASTERING
09240 - 3
PORTLAND CEMENT PLASTERING
FLEET WAREHOUSE COMPLEX
3. United States Gypsum, 125 South Franklin, Chicago, IL; 800-874-4968; www.usg.
4. Substitutions: Under provisions of Section 01 6000 - Product Requirements
2.02 SURFACE PREPARATION MATERIALS
A. Bonding Agent - water based acrylic resin bonding agent for brush or roller application to
prepared masonry surfaces.
2.03 WEATHER BARRIER
A. Refer to section 07 2500 - Weather Barriers.
2.04 JOB MIXED INGREDIENTS
A. Portland cement:
1. Comply with ASTM C150, type I or II.
2. When specifically approved in advance by the Architect, other cements such as
masonry cement, plastic cement, and gun cement may be used in the proportions
shown in the approved mix designs.
3. Lime: Provide special finishing hydrated lime complying with ASTM C206, type "S", or
provide normal finishing hydrated lime complying with ASTM C6, type "N" with
maximum un-hydrated oxide of 8% by weight, according to the proportions shown in
the approved mix designs.
B. Aggregates:
1. Comply with ASTM C144.
2. Gradation:
a. For base coat, provide gradation within the following tolerances.
b. U.S. standard - Percent retained by weight +/-2%:
Sieve
Minimum
Maxium
No. 4
---
0
No. 8
0
10
No.16
10
40
No. 30
30
65
No. 50
70ee
90
No. 100
95
100
c. For finish coat, provide same gradation as for base coat; except with all aggregate
passing the No.8 sieve.
C. Water: Use water which is potable and free from impurities that affect setting of Portland
cement plaster.
D. Fiber additive: Provide pure manila fiber or animal hair, specially processed and packaged
for use with plaster, from 1/2" to 2" long, and free from grease, oil, dirt, and other impurities.
E. Coloring agent: Provide alkali resistant, sun fast, mineral oxide producing colors approved
by the Architect.
PORTLAND CEMENT PLASTERING 09240 - 4
PORTLAND CEMENT PLASTERING
FLEET WAREHOUSE COMPLEX
F. Bonding agents: Provide material producing a permanent bond not affected by freezing,
heat, acid, alkali, or dampness, producing no discoloration to finished plaster surfaces, and
complying with ASTM C631.
G. Provide other materials, not specifically described but required for a complete and proper
installation, as selected by the Contractor subject to the approval of the Architect.
2.05 MIXES
A. General:
1. Procedures:
a. Proportion and measure the materials for each batch of plaster accurately.
b. Prepare batches in quantity for complete use within a maximum of one hour after
mixing.
c. Do not re -temper or use partially set plaster, except plaster which has stiffened
only from evaporation.
d. Do not use frozen, caked, or lumpy materials, but remove such material from the
job site immediately.
e. Use sand that is moist and loose.
f. Withhold about 10% of the required water until the mixing cycle is nearly
completed, then add water as needed to achieve the required consistency.
g. Do not mix by hand unless specifically so approved by the Architect.
2. Mechanical mixing:
a. Mix each batch separately.
b. Clean the mixer thoroughly between batches, removing set or hardened materials
prior to loading new materials.
c. Continue operation of mixer while adding materials.
B. Proportions:
1. Dash bond coat: Use one part of the approved cement to 0-2 parts sand.
2. Base coats:
a. Where "fiber plaster" is called for, use 1 lb. of the specified fiber to 94 lbs. of
the approved cement.
b. At other locations, use proportions shown in the mix design approved by the
Architect.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Site Verification of Conditions:
1. Inspect surfaces for:
a. contamination algae, chalkiness, dirt, dust, efflorescence, form oil, fungus, grease,
laitance, mildew or other foreign substances.
b. Surface absorption and chalkiness.
c. Cracks measure crack width and record location of cracks.
d. Damage and deterioration.
e. Moisture content and moisture damage - use a moisture meter to determine if the
PORTLAND CEMENT PLASTERING 09240 - 5
PORTLAND CEMENT PLASTERING
FLEET WAREHOUSE COMPLEX
surface is dry enough to receive the stucco and record any areas of moisture
damage.
2. Inspect substrate application for compliance with applicable requirement.
3. Report deviations from the requirements of project specifications or other conditions
that might adversely affect the stucco installation to the Architect.
3.02 INSTALLATION
A. Apply the stucco in panels between control joints without interruption to avoid cold joints
and differences in appearance. Abut wet stucco to set stucco at natural or architectural
breaks in the wall such as expansion joints, pilasters, terminations, or changes in plane.
Adjustments in the application, scheduling and curing of stucco to prevent rapid loss of
moisture are necessary. Cold temperatures retard drying and strength gain and
adjustments may have to be made in the application, scheduling and curing of stucco to
prevent damage from frost and other trades. Do not install stucco during extremely hot, dry
and/or windy conditions. Do not install stucco during freezing conditions or on frozen
substrates. Do not install stucco onto grounds of accessories. Completely embed lath and
flanges of accessories and completely cover attachments with stucco. Moist cure stucco
minimum 48 hours for optimum strength gain and resistance to cracking. Allow final stucco
application to completely dry before applying primer or finish. The finished installation must
be true, plumb, and square. Should stucco get into control or expansion joints, remove the
stucco from within the joint before the stucco sets. After satisfactory inspection of surfaces
and correction of any deviations from specification requirements commence the stucco
installation.
B. Installation over cast -in -place concrete or concrete masonry units:
1. Concrete and concrete masonry units require minimum 28-day cure before the
installation of stucco. The requirement for an expansion joint every 144 ft2 may be
waived on solid substrates without metal lath such as cast -in -place concrete and
concrete masonry units provided joints in the supporting construction exist at
appropriate intervals and they are reflected in the stucco. In such cases joint spacing
in the stucco shall not exceed 250 ft 2.
2. Pre -moisten concrete masonry units and absorbent concrete prior to the placement of
stucco.
3. Scratch Coat: apply the stucco with sufficient pressure to ensure intimate contact with
the substrate and complete coverage to an approximate thickness of 1/4 inch. Score
the stucco upon completion of each panel in preparation for a second coat. Score
horizontally.
4. Brown Coat: as soon as the first coat is firm enough to receive the second coat without
damage, apply the second coat with sufficient pressure to ensure intimate contact with
the first coat to an approximate thickness of 1/8 or 1/4 inch and as needed to bring the
stucco to the desired thickness. Use a rod or straight edge to bring the surface to a
true, even plane. Fill depressions in plane with stucco.
5. After the stucco has lost sufficient moisture so that the surface sheen has
disappeared, float the surface lightly with a darby or wood float to density the surface
and to provide a smooth, even surface. Float before the stucco becomes so rigid that
it cannot be moved beneath the float.
6. Moist cure after the stucco has set by lightly fogging the surface for at least 48-hours.
Fog as frequently as required during the 48-hour period to prevent loss of moisture
PORTLAND CEMENT PLASTERING 09240 - 6
PORTLAND CEMENT PLASTERING
FLEET WAREHOUSE COMPLEX
from the stucco. Avoid eroding the stucco surface with excess moisture. If relative
humidity exceeds 75% the frequency of moist -curing can be diminished.
3.03 ADJUSTING
A. Upon completion of the other work of this Section, inspect all Portland cement plaster
surfaces and correct conditions that do not meet specified requirements.
B. Remove protective materials and plaster materials from adjacent surfaces, and remove
stains that would adversely affect finishes.
3.04 PROTECTION
A. Protect work so that it will be without any evidence of damage or use at time of acceptance.
B. Provide protection of installed materials from water infiltration into or behind them.
C. Provide protection of installed stucco from dust, dirt, precipitation, and freezing.
D. Provide protection of installed primer and finish from dust, dirt, precipitation, freezing and
continuous high humidity until fully dry.
END OF SECTION
PORTLAND CEMENT PLASTERING
09240 - 7
EXTERIOR PAINTING FLEET WAREHOUSE COMPLEX I
SECTION 09900
EXTERIOR PAINTING
PART 1 - GENERAL
1.01 DESCRIPTION
A. Work Included: Paint and finish all exterior exposed surfaces as specified herein, and as
needed for a complete and proper installation.
B. Related Work:
1. Section 01100 - General Requirements
2. Documents affecting work of this section include, but are not necessarily limited to,
General Requirements, and sections in Part 1 of these specifications.
3. Priming or priming and finishing of all surface is specified to be field applied installer -
performed under pertinent other sections.
4. Painting of galvanized roof panels and related sheet metal flashing.
C. Work Not Included:
1. Chromium plate, copper, bronze, and similar finished materials will not require
painting under this section.
2. Do not paint moving parts of operating units except sheet metal vents, mechanical or
electrical parts such as valve operators, linkages, sensing devices, and motor shafts,
unless otherwise indicated.
3. Do not paint over required labels or equipment identification, performance rating,
name, or nomenclature plates.
4. Do not paint concrete which has been sandblasted.
D. Definitions: "Paint", as used herein, means coating systems materials including primers,
sealers, fillers, and other applied materials whether used as prime, intermediate, or finish
coats.
1.02 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in
the necessary crafts and who are completely familiar with the specified requirements and
the methods needed for proper performance of the work of this section.
B. Project Consultant shall be notified prior to application of the following paint application.
C. Paint Coordination:
1. Provide finish coats which are compatible with the prime coats actually used.
2. Review other sections of these specifications as required, verifying the prime coats
to be used and assuring compatibility of the total coating system for the various
substrates.
3. Upon request, furnish information on the characteristics of the specific finish
materials to assure that compatible prime coats are used.
4. Provide barrier coats over noncompatible primers, or remove the primer and re -prime
as required.
EXTERIOR PAINTING 09900 -1
a
V
H
EXTERIOR PAINTING FLEET WAREHOUSE COMPLEX
5. Notify the Project Consultant in writing of anticipated problems in using the specified
coating systems over prime coatings supplied under other section.
6. Upon the completion of all preparation, and after the primer coat and first finish coat,
the contractor shall notify the Project Consultant of such for inspection prior to
proceeding to the next required process.
1.03 SUBMITTALS
A. Comply with pertinent provisions of General Conditions Part 1.
B. Product Data: Within fifteen (15) calendar days after the contractor has received the
Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under this section; and
2. Manufacturer's specifications and other data needed to prove compliance with the
specified requirements.
C. Samples:
1. Following the selection of colors and glosses by the Project Consultant, as described
under "Color Schedules" in Part 2 of this section, submit samples for the Project
Consultant's review.
a) Provide three samples of each color and each gloss for each material on which
the finish is specified to be applied.
b) Except as otherwise directed by the Project Consultant, make samples
approximately eight inches by ten inches (8" x 10") in size.
c) If so directed by the Project Consultant, submit samples during progress of the
work in the form of actual application of the approved materials on actual
surfaces to be painted.
2. Revise and resubmit each sample as requested until the required gloss, color and
texture is achieved. Such samples, when approved, will become standards of color
and finish for accepting or rejecting the work of this section.
3. Do not commence finish painting until approved samples are on file at the job site.
1.04 PRODUCT HANDLING
A. Comply with pertinent provisions of Supplementary General Conditions.
1.05 JOB CONDITIONS
A. Do not apply solvent -thinned paints when the temperature of surfaces to be painted and
._E treated surrounding air temperatures are 450 F, unless otherwise permitted by the
manufacturer's printed instructions as approved by the Project Consultant.
B. Weather Conditions:
1. Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds
85% or to damp or wet surfaces, unless otherwise permitted by the manufacturer's
printed instructions as approved by the Project Consultant.
2. Applications may be continued during inclement weather only within the temperature
limits specified by the paint manufacturer as being suitable for use during application
and drying periods.
EXTERIOR PAINTING 09900 - 2
EXTERIOR PAINTING FLEET WAREHOUSE COMPLEX
1.06 EXTRA STOCK
A. Upon completion of the work of this section, deliver to the Owner an extra stock, minimum
of ten (10) gallons of each color, type, and gloss of paint used in the work, tightly sealing
each container, and clearly labeling with contents and location where used.
PART 2 — PRODUCTS
2.01 PAINT MATERIALS
A. Acceptable Materials
1. The Painting Schedule in Section 3.05 of this section is based, in general, on
products of Sherwin Williams, Inc.
2. Equal products of Sherwin-Williams, or other manufacturers, may not be substituted
in accordance with provisions of the contract unless approved by Project Consultant.
3. Where products are proposed other than those specified by name and number in the
Painting Schedule, provide under the product data submittal required by the General
Conditions of a new painting schedule to be included in this section.
B. Undercoats and Thinners:
1. Provide undercoat paint produced by the same manufacturer as the finish coat.
2. Use only the thinners recommended by the paint manufacturer, and use only to the
recommended limits.
3. Insofar as practicable, use undercoat, finish coat, and thinner materials as parts of a
unified system of paint finish.
2.02 COLOR SCHEDULES
N
a
A. The contractor will prepare a color schedule with samples for guidance in painting.
B. The Project Consultant may select, allocate, and vary colors on different surfaces
throughout the work subject to the following:
1. Exterior Work: A maximum of one (1) color will be used.
2.03 APPLICATION EQUIPMENT
A. For application of the approved paint, use only such equipment as is recommended for
application of the particular paint by the manufacturer of the particular paint, and as
approved by the Project Consultant.
B. Prior to use of application equipment, verify that the proposed equipment is actually -,
compatible with the material to be applied, and that integrity of the finish will not be
jeopardized by use of the proposed equipment. IJ
2.04 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper
installation, as selected by the contractor subject to the approval of the Project Consultant.
EXTERIOR PAINTING 09900 - 3
EXTERIOR PAINTING FLEET WAREHOUSE COMPLEX
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this section will be performed.
Correct conditions detrimental to timely and proper completion of the work. Do not
proceed until unsatisfactory conditions are corrected.
B. Painting of each specified facility shall NOT commence until final completion.
3.02 MATERIALS PREPARATION
A. General:
1. Mix and prepare paint materials in strict accordance with the manufacturer's
recommendations as approved by the Project Consultant.
2. When materials are not in use, store in tightly covered containers.
3. Maintain containers used in storage, and application of paint in a clean condition,
free from foreign materials and residue.
B. Stirring:
1. Stir materials before application, producing a mixture of uniform density.
2. Do not stir into the material any film which may form on the surface, but remove the
film and, if necessary, strain the material before using.
3.03 SURFACE PREPARATION
A. General:
1. Perform preparation and cleaning procedures in strict accordance with the paint
manufacturer's recommendations as approved by the Project Consultant.
2. Remove removable items which are in place and are not scheduled to receive paint
finish; or provide surface -applied protection prior to surface preparation and painting
operations.
3. Following completion of painting in each space or area, reinstall the removed items
by using workmen who are skilled in the necessary trades.
4. Clean each surface to be painted prior to applying paint of surface treatment.
5. Remove oil and grease with clean cloths and cleaning solvent of low toxicity and
flash point in excess of 2000 F, prior to start of mechanical cleaning.
6. Schedule the cleaning and painting so that dust and other contaminants from the
cleaning process will not fall onto wet newly painted surfaces.
3.04 PAINT APPLICATION
A. General:
1. Touch up shop -applied prime coats and prefinished surfaces which have been
damaged by other trades and touch up bare areas prior to start of finish coats
application.
2. Slightly vary the color of succeedingcoats.
..oats.
a) Do not apply additional finish coats until the completed coat has been inspected
and approved.
EXTERIOR PAINTING 09900 - 4
EXTERIOR PAINTING
FLEET WAREHOUSE COMPLEX
b) Only the inspected and approved coats of paint will be considered in determining
the number of coats applied.
c) Sand and dust between coats to remove defects visible to the unaided eye from
a distance of five feet (5).
d) On removable panels and hinged panels, paint the back sides to match the
exposed sides.
B. Drying:
1. Allow sufficient drying time between coats, modifying the period as recommended by
the material manufacturer to suit adverse weather conditions.
2. Consider oil -base and oleo -resinous solvent -type paint as dry for recoating when the
paint feels firm, does not deform or feel sticky under moderate pressure of the
thumb, and when the application of another coat of paint does not cause lifting or
loss of adhesion of the undercoat.
3. Brush Applications:
a) Brush out and work the brush coats onto the surface in an even film.
b) Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, and other
surface imperfections will not be acceptable.
4. Spray Application:
a) Except as specifically otherwise approved by the Project Consultant, confine
spray application to metal framework and similar surfaces where hand brush
work would be inferior.
b) Where spray application is used, apply each coat to provide the hiding equivalent
of brush coats.
c) Do not double back with spray equipment to build up film thickness of two coats
in one pass.
5. For completed work, match the approved samples as to texture, color, and
coverage. Remove, refinish, or repaint work not in compliance with the specified
requirements.
6. Miscellaneous Surfaces and Procedures:
a) Exposed Mechanical Items:
i Finish electrical panels, access doors, conduits, pipes, ducts, grilles,
registers, vents, and items of similar nature to match the adjacent wall and
ceiling surfaces, or as directed.
ii Paint visible duct surfaces behind vents, registers, and grilles Sherwin
Williams Pro Mar Flat Black.
iii Wash metal with solvent, prime, and apply two coats of alkyd enamel.
b) Exposed Pipe:
i Apply one coat of latex paint which has been sized or primed under other
sections. Apply two coats on such surfaces when unprepared.
ii Match color of adjacent surfaces.
iii Remove band before painting, and replace after painting.
c) Hardware: Paint prime coated hardware to match adjacent areas.
d) Exposed Vents: Apply two coats of heat -resistant paint approved by the Project
Consultant.
EXTERIOR PAINTING 09900 - 5
EXTERIOR PAINTING
FLEET WAREHOUSE COMPLEX
3.05 PAINTING SCHEDULE
A. The various surfaces and areas receiving finishes are indicated on the Schedule of Room
Finishes shown on the drawings. The desired finishes are shown by code numbers. The
required materials for each code number on the finish schedule are specified below under
the corresponding code numbers:
B. Exterior Metal (Code 100): Including sheet metal, flashing, vents and grilles (except
aluminum and galvanized metal):
1st Coat Sherwin Williams Kern Kromik B50N2
2nd Coat Sherwin Williams Industrial Enamel B54 Series
3rd Coat Same as Second Coat
C. FEDERAL SPECIFICATION NO. PRODUCT DESCRIPTION
TT-P-19b Paint, acrylic emulsion, exterior white and colors.
To be used on wood, concrete masonry surfaces.
TT-P-25c Primer, exterior wood, white and tints.
To be used as undercoat for two -coat painting.
TT-P-26b Fire -retardant paint, Class A, white and tints. To
be used on interior, combustible walls, ceilings,
work and wood framework.
TT-P-0029g Paint, Latex base, interior white and tins. Brush
or spray; dries smooth in 20 minutes, excellent
hiding quality.
TT-P-30c Paint, alkyd odorless flat. To be used on interior
walls and ceilings.
TT-P-31d Paint, oil base, iron -oxide, R/M red and brown.
To be used as a top or finish coat on metal and
wood; particularly on tin roofs.
TT-P-38a Paint, aluminum, ready -mixed.
TT-P-51e Wall paint, oil base, white and tints. Intended for
use on interior wall and ceilings.
TT-P-55b Paint, Polyvinyl, acetate emulsion, exterior white
and colors. Apply to exterior concrete, stucco
and masonry surfaces.
TT-P-56b Primer coating, pigment, oil base, plaster and
wallboard.
11 EXTERIOR PAINTING 09900 - 6
EXTERIOR PAINTING
FLEET WAREHOUSE COMPLEX
TT-P-59c Paint, R/M International Orange. Suitable for
large scale painting; to scale painting; to be used
for marking airway structures.
TT-P-61 D Black enamel. To be used on wood trim and
primed structural steel surfaces.
TT-P-81 Exterior alkyd medium colors. To be used for
wood or metal areas.
TT-E-529 Semi -gloss enamel, alkyd. Alkyd resin semi-
gloss for exterior or interior use on primed wood
and metal.
r]
TT-V-540b
Polyurethane Varnish. To be used on interior
wood.
Pi
TT-E-543a
Enamel, interior. Undercoat used as primer for
interior high -gloss and semi -gloss enamel.
TT-E- 45a
5
Enamel odorless alkyd, interior. Undercoat used
� Y,
as primer for interior high -gloss and semi -gloss
enamel.
TT-P-620
Surface Conditioner -Chalky surface. To be used
as exterior surface conditioner for adhesion on
topcoat.
TT-636c Primer, alkyd, wood and ferrous metal. To be
used on clean, rust -free, bare or phosphate -
treated ferrous metal parts of motor vehicles,
guns, gun mounts, tanks, shipping containers and
other ordinance materials; also sealing undercoat
on wood parts of vehicles.
MIL-P-52324 Paint, oil base, alkyd, exterior white and tints. To
be used for exterior finish.
TT-C-00555 Texture coating.
MIL-V-13811C Varnish, phthalic alkyd resin. Inhibits rust or
electrical circuits and internal combustion engine
parts. Unaffected by heat, water, hydrocarbon,
salt spray or weather.
TT-P-00605a Gray all-purpose primer. To be used on interior
and exterior metal, wood and plastic.
TT-P-001098 Exterior -interior block filler with fiber.
EXTERIOR PAINTING 09900 - 7
EXTERIOR PAINTING
FLEET WAREHOUSE COMPLEX
TT-E-00496 Heat -resistant enamel, ready -mixed. To be used
as a protective coating on steam pipes, boiler
fronts and other surfaces that attain temperatures
as high as 4000 F.
TT-P-86e Read -Lead base, ready -mixed Type I, Type II,
Type III. To be used for priming and body coats
on iron and steel.
TT-P-91 b Paint, rubber base, floor paint. Three coats
recommended, new concrete only.
TT-P-95a Paint, rubber base, swimming pools. To be used
for outdoor and indoor concrete swimming pools
and other concrete or masonry surfaces exposed
to water, moisture or vapor.
TT-P-102b Paint, oil lead -zinc Titanium base, exterior.
Available in non -tinting and tinting white and color
tinted.
TT-P-105 House paint white.
TT-P-115c Paint, traffic, highway white and yellow. To be
used for center -line zone -marking or
road -making.
TT-V-00121 Spar Varnish, water resisting..
TT-S-176d Sealing surface varnish type Class I. To be used
for open grain wood or cork floors; treat floor
surface with paste wood filler.
TT-V-119 Spar Varnish, Phenolic -Resin. To be used for a
smooth finish coat for airplanes and motor
vehicles.
TT-E-487b Enamel, floor and decks, ready -mixed high -gloss.
To be used on interior or exterior wood or
concrete floors, but not on damp basement floors.
TT-E-489d Glass enamel, alkyd, exterior -interior white and
tints. For use on primed exterior and interior
wood and metal; particularly on smooth, exterior
metal.
T-E-506f
Glass enamel, alkyd, interior high -gloss,
EXTERIOR PAINTING 09900 - 8
EXTERIOR PAINTING
FLEET WAREHOUSE COMPLEX
TT-E-508b
Semi -gloss enamel, interior. Washable semi-
gloss finish for kitchens, bathrooms, and
laundries; can be used on wood and metal trim.
TT-E-509b
Semi -gloss enamel, alkyd, odorless interior. To
be used on primed walls, woodwork, plaster,
wallboard and metal.
TT-P-28c
Aluminum paint, ready -mixed. Withstands
temperatures up to 12000 F. To be used on
super -heated steam lines, rocket launchers, boiler
casing, drums, superheat headers and for similar
high temperature application.
TT-P-32a
Blackboard coating paint. Restores writing
surface to original condition.
TT-P-21
Powder form cement paint. General purpose
paint for interior and exterior use on porous
surfaces of masonry, concrete, stucco, brick,
block and rough plaster, but not on gypsum.
TT-P-650
Primer for interior gypsum wallboard, ready -
mixed, Latex base.
TT-S-708
Exterior wood stain -lusterless, semi -transparent.
Use instead of paint.
TT-P-00535
Epoxy -Two component. Use where high degree
of wear and protection is desired.
END OF SECTION 09900
EXTERIOR PAINTING 09900 - 9
SANITARY WASTE AND VENT SPECIALTIES
FLEET WAREHOUSE COMPLEX
PART 1 - GENERAL
SECTION 15150
SANITARY WASTE AND VENT SPECIALTIES
(Vent Pipe Extensions)
1.01 SECTION INCLUDES
A. Plumbing vent pipe extension fittings.
1.02 RELATED SECTIONS
A. Division 07 Section "Preparation for Reroofing" for general requirements for preparation
for building reroofing including coordination of related plumbing and mechanical work.
B. Division 22 Section "Sanitary Waste and Vent Piping" for general requirements for waste
and vent piping.
1.03 REFERENCES
A. ASTM International (ASTM):
1. ASTM C 920 Specification for Elastomeric Joint Sealants.
2. ASTM D 2564 Standard Specification for Solvent Cements for Poly(Vinyl Chloride)
(PVC) Plastic Piping Systems.
3. ASTM D 2665 Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain,
Waste and Vent Pipe and Fittings.
4. ASTM F 656 Standard Specification for Primers for Use in Solvent Cement Joints
of Poly(Vinyl Chloride) (PVC) Plastic Pipe and Fittings
B. International Association of Plumbing and Mechanical Officials (IAPMO):
1. Universal Plumbing Code (cUPC US and Canada) approvals.
C. National Roofing Contractors Association (NRCA):
1. NRCA Roofing Manual, Latest Edition.
D. NSF International (NSF):
1. NSF/ANSI 14 — Plastics Piping Systems Components and Related Materials.
1.04 ACTION SUBMITTALS
A. Product Data: For plumbing vent pipe extensions, indicating mounting and securing
requirements and extended heights required.
B. Shop Drawings: Submit annotated copy of roof plan indicating locations of plumbing vents
requiring pipe extensions, based upon Contractor's field verification of existing conditions
and requirements of applicable of plumbing code.
1. Indicate details of completed roofing flashing configuration for all locations. Include
reference to applicable NRCA plate number.
SANITARY WASTE AND VENT SPECIALTIES 15150 -1
SANITARY WASTE AND VENT SPECIALTIES
F_
FLEET WAREHOUSE COMPLEX
1.05 INFORMATION SUBMITTALS
A. Manufacturer's Certificate: On roofing membrane manufacturer's letterhead, accepting
use of proposed sealant in contact with roofing membrane.
1.06 QUALITY ASSURANCE
A. Comply with NSF/ANSI 14, "Plastics Piping Systems Components and Related Materials,"
for plastic piping components.
B. Comply with flashing requirements shown in NRCA Roofing Manual.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. Basis -of -Design Product: Subject to compliance with requirements, provide sanitary vent
pipe extensions manufactured by Tubos, Inc., Clearwater, FL; Phone (727) 504-0633,
info ,tubos.biz.
2.02 MATERIALS
A. Solid -Wall PVC Pipe: ASTM D 2665, drain, waste and vent.
B. Sealant: Single -Component, Nonsag, Urethane Joint Sealant: ASTM C 920, Type S,
Grade NS, Class 25, for Use NT, and acceptable to roofing membrane manufacturer.
2.03 PLUMBING VENT PIPE EXTENSION
A. Roof Vent Pipe Extension: Solid -wall PVC fitting consisting of pipe and splice sleeve
inserts, configured for insertion and sealing to existing plumbing vent piping, sized to fit
inside diameter of plumbing vent piping, enabling extension of piping to field -determined
height.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Examine each pluming vent piping location to determine required plumbing vent pipe
extensions based upon minimum finished height requirements and measured existing
conditions. Indicate plumbing vent pipe extensions on shop drawings.
1. Examine existing plumbing vent piping conditions and determine whether flashing
reuse is acceptable or whether replacement of flashing is required. Indicate flashing
replacement locations on shop drawings.
3.02 PREPARATION
A. Remove existing flashing from plumbing vent piping to extent required to enable
installation of new plumbing vent pipe extensions and completion of flashings.
SANITARY WASTE AND VENT SPECIALTIES 15150 - 2 j
Li
f __,
SANITARY WASTE AND VENT SPECIALTIES
FLEET WAREHOUSE COMPLEX
B. Clean plumbing vent piping to ensure that joint surfaces are clean, dry and free from
contamination including dirt, oils, grease, tar, wax, rust and other substances that my
inhibit adhesive or sealant performance.
3.03 INSTALLATION OF PLUMBING VENT PIPE EXTENSIONS
A. Insert end of plumbing vent pipe extension into existing plumbing vent piping.
1. Verify circumference of existing plumbing vent piping and plumbing vent pipe
extension are appropriate to achieve secure, rigid installation.
2. Mark plumbing vent pipe extension at required height above finished roof surface
level, and cut to required length.
3. Apply adhesive or sealant to plumbing vent piping as appropriate to existing pipe
material and plumbing vent pipe extension, and mate plumbing vent pipe extension
to existing piping. Apply adequate adhesive or sealant to achieve secure, rigid
installation.
B. Flashing: Comply with primary roofing material manufacturer's published
recommendations for installation of approved pipe flashings. Match existing flashing
material unless otherwise directed.
3.04 CLEANING AND PROTECTION
A. Repair or replace defective work, include loose plumbing vent extensions, or unsecured
flashings or flashings that are not weathertight.
END OF SECTION 15150
SANITARY WASTE AND VENT SPECIALTIES
15150 - 3
CONT. CLIF
AS SPEC.
CONT. BEA
OF SEALAI`
AS SPEC.
PROVIDE 1,
WIDE GAP,
10'-0" O.C.
CONT. 2X6
WOOD SHII
FORM TOP
SLOPE
CONT. 1 X4
WOOD SHII
FORM TOP
SLOPE
3/4" EXTER
GRADE PL)
AS SPEC.
14" HIGH CA
STRIP AS
STANDING SEAM METAL CAP WITH
CONTINUOUS CLEAT ON THE OUTSIDE.
PRE -FINISHED METAL PARAPET CAP
AS SPEC,
EXTEND BASE FLASHING DOWN
OVER WOOD BLOCKING
HIGH -DOMED, CAPPED,
GASKETED FASTENERS
(APPROX. 18- / 12.O.C.)
2 RIVETS PER VERT. OVERLAP
DOUBLE SIDED TAPE BETWEEN
LAP & COPING LEG.
3/4" EXT. GRADE PLYWOOD TOP
AND BOTTOM OF NAILERS
PRIME WALL AS SPEC. WHEN APPLICABLE
THERMOPLASTIC FLASHING AS SPEC. -
EXTEND UP & OVER PARAPET.
EXTEND FIELD PLIES ABOVE HEAD OF
CANT
THERMOPLASTIC FIELD SHEET AS
SPEC.
MULTIPLE PLY SHEETS AS SPEC.
COVERBOARD INSULATION AS SPEC.
THERMAL INSULATION nc .01'Fr.
EXISTING ROOF DECK
PROJECT FOR
CITY OF LUBBOCK
FLEET WAREHOUSE COMPLEX
LUBBOCK, TX
a DETAIL NAME: LOW PARAPET DETAIL
,ARMKIQ 2 PROJECT NO: 20140616-48
Copyright 2014 by Annko Industries
TEXAS REGISTERED ENGINEERING FIRM SCALE: NOT TO SCALE F - 6498 DATE: 08/27/14
RONALD C. WHITTINGTON
r..............................
"o's_ 97088
$.t7. ► N
DRAWN BY: CB
R2.01
OF
11
--�-� 60lOERFl1NOE TO TOP
REFER
FOR FU
FIALIM
PrtlLL
SPEC
PROJECT FOR
CITY OF LUBBOCK
FLEET WAREHOUSE COMPLEX
LUBBOCK, TX
DETAIL NAME: PRIMARY SCUPPER DETAIL
M m PROJECT NO: 20140616-48
Copyright 2014 by Armko Industries
TEXAS REGISTERED ENGINEERING FIRM SCALE: NOT TO SCALE DATE: 08/27/14
F - 6498
DRAWN BY: CB
R2.02
OF
11
I IT /2 112'
SOLDER FLANGE TO TOP
WALL SURFACE -- ..... I
BET SCUPPER
WI RUBBER RAI
6 CAULK ON AL
SIDES
EXPANSION SO
HEM THE FLA
�+
ON ALL SIDE:
PRE.FINISHE
ACE-"
I
SCUPPER FA
KER
OF WALL WIr
s,
ROOF LINE 8
4GE EDGE 3/4'
; 24 GAUGE
;TEN TO FACE
AER
.YOND
SCUPPER - TYP. EXT. ELEVATION
NOT TO SCALE
� 1 3
REFER TO PARAPET DETAIL
FOR FURTHER COPING AND
FLASHING INFORMATION
EXTEND FI
UP AND OT
BLOCKING
SET SCUPPER IN
FULL BED OF MASTIC
PRIME WALL AS
SPECIFIED
24 GAUGE PRE -
FINISHED
SCUPPER AS SPEC. • SHOP
FABRICATED. SOLDER ALL
JOINTS CONT- TO ENSURE
WATER TIGHTNESS
HEM EDGE OF
FLANGE 3'4' MIN ON
ALL SIDES
31* EXTERIOR F.R.
GRADE PLYWOOD __._
AS SPEC.
PROJECT FOR
g CITY OF LUBBOCK
FLEET WAREHOUSE COMPLEX
LUBBOCK, TX
DETAIL NAME: OVERFLOW SCUPPER DETAIL
MPROJECT NO: 20140616-48
Copyright 2014 by Arrnko Industries
TEXAS REGISTERED ENGINEERING FIRM SCALE: NOT TO SCALE I DATE: 08/27/14
F - 6498
REFER TO SPECIFICATIONS
FOR PARAPET WALL
APPLICATION
PROCEDURES
STANDING SEAM METAL CAP
STRIP IN PLY ADHERED TO SHEET
AROUND PENETRATION
CUT EXCESS CIF FROM PERIMETER OF
SCUPPER
�— FIBER CANT STRIP AS
SPEC CONT ALONG
WALL WHERE SCUPPER
OCCURS
--� EXTEND BASE FLASHING INTO
SCUPPER AT MN OF 3' ON
BOTTOM AND SEAL ALL SIDES
WITH STRUCTURAL SEALANT
FIELD SOLDER AROUND
ENTIRE FACE CONNECTION
OF SCUPPER BOTH SIDES
BASE FLASHING AS PER
ROOFING SPEC,
HOT AIR WELD
TO FIELOOF
ROOF
�l
EIVALOY ClADO METAL
SCUPPER
-- MULTIPLE -PLY ROOF
MEMBRANE AS SPEC .
REF TYP DETAIL
OF �j'qjt
RONALO C. WHITTINGTON
...........................
DRAWN BY: CB
R2.03
OF
11
INSULATION WHERE APPLICABLE
ROOFING MEMBRANES
TIE EXISTING SIDE OF ROOF DIRECTLY
TO DECK WITH FULL WATERSTOP
THREE PLY TIE-IN MINIMUM, EACH
SUCCEEDING LAP EXTENDING 4"
FURTHER ON ROOF SURFACE THAN
PREVIOUS LAP
EXISTING ROOF SYSTEM TOP REMAIN _
SPUD SURFACE ROOF SYSTEM BACK T-0"
DOWN TO EXISTING DECKING AND INSTALL
FULLY ADHERE CONTINUOUS TRIM
18" MINIMUM
EXISTING BUILT-UP ROOF---► NEW THERMOPLASTIC ROOF INSTALLATION
RONALD C. WHITTINGTON
•o : 97088 : k
7.14
PROJECT FOR R2.04
CITY OF LUBBOCK OF
FLEET WAREHOUSE COMPLEX
LUBBOCK, TX 11
DETAIL NAME: TIE-IN DETAIL
ARMKO PROJECT NO: 20140616-48
Copyright 2014 by Aonko Industries
TEXAS REGISTERED ENGINEERING FIRM SCALE :NOT TO SCALE DATE: 08/27/14 DRAWN BY: CB
F - 6498
rIC FLASHING
iEAT WELDED AS
IELD SHEET AS
ETS AS SPEC.
IPEC.
i SPEC.
`— EXISTING ROOF DECK
RONALD C. WHITTINGTON
-o's 9�088 rlC
PROJECT FOR R2.05
CITY OF LUBBOCK OF
FLEET WAREHOUSE COMPLEX
LUBBOCK, TX 11
o DETAIL NAME: VENT STACK FLASHING DETAIL
aRMKO PROJECT NO: 20140616-48
Copyright 2014 by Armko In�stries
TEXAS REGISTERED ENGINEERING FIRM SCALE: NOT TO SCALE F - 6498 DATE: 08/27/14 DRAWN BY: CB
APPROX. 1/4" CLEARANCE -
BETWEEN EA. CORNER AND
EDGE OF COLLAR
POURABLE SEALANT
AS SPEC.
1" MIN. PIPE
DIAMETER
WOOD NAILERS; VARIES
DEPENDING UPON SIZE OF
PENETRATION.
SEALANT AS SPEC.
DRAW BAND
WATERTIGHT 24 GA. METAL RAIN
COLLAR OVERLAPPING
PENETRATION POCKET
WELDED SEAM CONT.
STRUCTURAL SEALANT AT
PENETRATION TO MEMBRANE
JUNCTURE
4" MIN. FLANGE, SET IN ROOF
CEMENT OVER ROOFING PLIES
THERMOPLASTIC FLASHING
.d' MEMBRANE - HEAT WELDED AS
SPEC.
'II'!
THERMOPLASTIC FIELD SHEET AS
SPEC.
MULTIPLE- PLY SHEET AS SPEC.
COVERBOARD INSUL. AS SPEC.
THERMAL INSUL. AS SPEC.
EXISTING/ ROOF DECK
PROJECT FOR
CITY OF LUBBOCK
FLEET WAREHOUSE COMPLEX
LUBBOCK, TX
DETAIL NAME: PITCH PAN FLASHING DETAIL
ARM KO PROJECT NO: 20140616-48
Copyright 2014 by Ann Industries
TEXAS REGISTERED ENGINEERING FIRM SCALE: NOT TO SCALE DATE: 08/27/14
F - 6498
of
� oo.. .
RONALD C. WHITTINGTON
o : 97088
DRAWN BY: CB
R2.06
OF
11
UNIT MOUNTING CURB AS SPEC.
SEALING MATERIAL AS SPEC. —
WOOD NAILER AS SPEC.
J (9
¢zr
z=3:
o ui
°z�=
LL _
V
r -- MECHANICAL UNIT, HOOD, ETC.
BASE OF UNIT EXTENDS 1/2'
MIN. BEYOND TOP OF CURB
SEALING MATERIAL- MUST BE
CONTINUOUS ON TOP OF THE
CURB
1" MIN. BELOW TOP CURB
" — FLASHING RECEIVER AS SPEC.
r�
Copyright 2014 by Armko Industries
TEXAS REGISTERED ENGINEERING FIRM
F-6498
FASTENERS AS SPEC.
WOOD NAILER AS SPEC,
COUNTERFLAS14ING AS SPEC.
BASE FLASHING AS SPEC.
UNIT MOUNTING CURB AS SPEC,
INSUL. AS SPEC.
EXTEND FLASHING UP & OVER AS
SPEC.
SHEET METAL FLASHING
RECEIVER AS SPEC,
HIGH -DOMED, CAPPED, GASKETED
FASTENERS (APPROX. 18" O.C.
DEPENDING UPON WIND ZONE
AND LOCAL CONDITIONS; MINIMUM
TWO FASTENERS PER SIDE)
REMOVABLE SHEET METAL
COUNTERFLASHING
FASTENERS APPROX. 8" O.C- & 3
COURSE ROOF CEMENT &
REINFORCEMENT FABRIC AS
SPEC.
EXTEND FIELD PLIES ABOVE HEAD
OF CANT
\� THERMOPLASTIC FLASHING
MEMBRANE - HEAT WELDED AS
SPEC.
THERMOPLASTIC FIELD SHEET AS
SPEC.
MULTIPLE -PLY ROOF MEMBRANE
AS SPEC.
COVERBOARD INSUL. AS SPEC.
THERMAL INSUL. AS SPEC.
EXISTING ROOF DECK
NOTES:
1, THE CURB'S TOP WOOD NAILER, AND SEAL
STRIP ARE TO BE SUPPLIED BY THE CURB
MANUFACTURER.
2. ATTACH NAILER TO DECK WITH SUITABLE
FASTENERS.
3. WHEN POSSIBLE. THE MECHANICAL UNITS
SHOULD NOT BE SET UNTIL THE ROOF
MEMBRANE AND FLASHING HAVE BEEN
INSTALLED.
PROJECT FOR
CITY OF LUBBOCK
FLEET WAREHOUSE COMPLEX
LUBBOCK, TX
DETAIL NAME: CURB FLASHING DETAIL
PROJECT NO: 20140616-48
SCALE: NOT TO SCZq DATE: 08/27/14
oo. ........
.rF, tot,
RONALD C. WHITTINGTON
'fI t 97088
vim•"' �y
DRAWN BY: CB
R2.07
OF
11
SAW -CUT REGLET INTO WALL AS REQ. f =
FINISH IN ORDER TO PROPERLY INSTALL
NEW RECEIVER & COUNTERFLASHING,
f
r�
EXTEND THERMOPLASTIC BOOT UP ON i
WALL AND UNDER NEW REMOVABLE
COUNTERFLASHING
r y..-
PLASTER WALL
r
r
PROVIDE END DAM AT EA END OF
BOOT AND THRU WALL
END CLOSURE '
r i
` rf
CONTINUOUS VERTICAL CLIP WITH -
SLIP-ON VERTICAL FLASHING
,r e
END CLOSURE --' O
FLASHING MEMBRANE
UP & OVER PARAPET
WALL
THRU-WALL COUNTERFLASHING
AS SPEC.
FLASHING MEMBRANES AS SPEC.
ROOFING MEMBRANE AS SPEC,
DECK AND ASSOCIATED
ROOFING COMPONENTS
4" CANT (45°) AS SPEC.
NOTES: PARAPET WALL FLASHING INSTALLED A MINIMUM OF 8" TO THE INSIDE
OF THE 90" AND MECHANICALLY ATTACHED WITH VERTICAL
CONTINUOUS CLIP.
COUNTERFLASHING TO EXTEND
MIN 8" PAST THERMOPLASTIC
BOOT
THRU-WALL COUNTERFLASHING
EXTEND THERMOPLASTIC BOOT OUT
MIN 16" ONTO PARPET
PRE -FINISHED METAL COPING CAP -
INSTALLED & INCLUDING
CONTINUOUS CLIP ON EXTERIOR
WALL, LOW PROFILES STANDING
SEAM ON LAPS. COPING FASTENED
18" O.C..
NAILERS CHAMFERED
TO ROOF
r�
r
r
f
r� f
J
f
a r
u
t
� E
R2.01
PROJECT FOR R2.08
22 CITY OF LUBBOCK
FLEET WAREHOUSE COMPLEX OF
LUBBOCK, TX 11
DETAIL NAME: PARAPET AT PLASTER RISE WALL DETAIL
AMM
04nM PROJECT NO: 20140616-48
Copyright 2014 by Arm ko Industries
TEXAS REGISTERED ENGINEERING FIRM SCALE: NOT TO SCALE I DATE: 08/27/14 DRAWN BY: CB
F - 6498
SAW -CUT EXISTING CONCREI
TILT WALL CONT, & AT ANGLE
SELF -ADHERED MEMBRANE SHEET
CLOSURE SECURED TO WALL WITH
TERM BAR & 3 COURSE MASTIC
ENSURING PROPER OVERLAP
WOOD CANT TO BRACE CURB
NEW/EXISTING 2X WOOD
-
NAILERS AS SPEC.
LEAD WEDGE
SEALANT CONT. AS SPEC.
,%KET METAL RECEIVER AS SPEC,
FASTENERS APPROX. 24" O.C.
3" LAP AT JOINTS TYP.
\ PREFINISHED SHEET METAL
EXPANSION
XPAN
\ / EXPANSIONONJOINT COVER AS SPEC,
EXTEND BASE FLASHING UP AND
OVER WOOD BLOCKING
FASTENERS APPROX. 8" O.C.
�--- SEAL TOP OF FASTENER WITH A
3-COURSE OF VERTICAL GRADE
PROOF CEMENT AND REINFORCEMENT
FABRIC AS SPEC.
-- EXTEND FIELD PLIES ABOVE HEAD
OF CANT STRIP
FLEXIBLE VAPOR RETARDER WITH
COMPRESSIBLE INSULATION
-- THERMOPLASTIC FLASHING - HEAT
WELDED 2' MIN. AS SPEC.
I
THERMOPLASTIC FIELD SHEET AS
SPEC,
I MULTIPLE -PLY SHEETS AS SPEC.
COVERBOARD INSULATION AS SPEC.
\ --- ------THERMAL INSULATION AS SPEC.
-- BASE SHEET AS SPEC. IF REQUIRED
EXISTING ROOF DECK 1
AV � . vF rF.i
q�
v*
w•. . #
REMOVABLE SHEET METAL
OUNTERFLASHING AS SPEC.
O /
TINUOUS CLEAT AS SPEC.
RONALD C. WHITTINGTON
...........................1
'9 . 97088
44
PROJECT FOR R2.09
CITY OF LUBBOCK OF
FLEET WAREHOUSE COMPLEX
LUBBOCK, TX 11
DETAIL NAME: RISE WALL E.J. WITH REGLET DETAIL
MmK®, PROJECT NO: 20140616-48
Copyright 2014 by Armko Industries
TEXAS REGISTERED ENGINEERING FIRM SCALE: NOT TO SCALE DATE: 08/27/14 DRAWN BY: CB
F - 6498
_, ---- STUCCO WALL
FLEXIBLE FLASHING
MEMBRANE
SHEET METAL RECEIVER
AS SPEC.
FASTENERS APPROX. 24"
O.C.
3" LAP AT JOINTS TYP.
TERLINATION BAR
FASTENED 8" D.C.
WITH 3 COURSE t
AND MASTIC.
r t REMOVABLE SHEET
( METAL
COUNTERFLASHING AS
SPEC.
EXTEND FIELD PLIES
ABOVE HEAD OF CANT
STRIP
g / THERMOPLASTIC
FLASHING AS SPEC. - �Vl,g111
.
1 , I HEAT WELDED 2" MIN. �;' J-0 OF
E { THERMOPLASTIC FIELDAw
'Ct:•"' •'••. �4��
! 1 } ! reµ SHEET AS SPEC. • ` * j
iMULTIPLE -PLY SHEETS R ................................
CANT STRIP AS AS SPEC. / RONALD C WHITTINGTON
SPEC. 0.f ...................... .....
— COVERBOARD INSUL. AS I, ;1- 97Q$$
SPEC.
THERMAL INSUL ASrw ¢�,fi'��� Ar
SPEC. ��+g'�• • `"'�
``— — BASE SHEET AS SPEC. IF
REQUIRED 9i
EXISTING ROOF DECK l
PROJECT FOR R2.10
CITY OF LUBBOCK OF
FLEET WAREHOUSE COMPLEX 11
a LUBBOCK, TX
m DETAIL NAME: FLASHING AT STUCCO DETAIL
ARMK® Om PROJECT NO: 20140616-48
Copyright 2014 by Armko Industries
TEXAS REGISTERED ENGINEERING FIRM SCALE: NOT TO SCALE DATE: 08/27/14 DRAWN BY: CB
F - 6498
THERMOPLASTIC
FLASHING MEMBRANE -
HEAT WELDED AS SPEC.
THERMOPLASTIC FIELD
SHEET AS SPEC.
COVERBOARD
AS SPEC.
i
THERMAL INSUL. AS = I
SPEC. t
MULTIPLE -PLY SHEETS -�
AS SPEC.
BASE SHEET AS SPEC,
IF REQUIRED
EXISTING ROOF DECK
CLAMPING RING AS SPEC.
DECK CLAMP AS SPEC.
DRAIN BOWL AS SPEC.
MEMBRANE FIELD PLIES, METAL
FLASHING, AND STRIPPING
PLIES ALL EXTEND UNDER
CLAMPING RING
ROOF CEMENT AS SPEC.
MULTIPLE -PLY ROOF MEMBRANE
i
30" SQUARE MIN., 4 LB. LEAD OR
16 OZ. COPPER FLASHING SET
ON FINISHED ROOF IN ROOF
CEMENT.
PROJECT FOR
CITY OF LUBBOCK
FLEET WAREHOUSE COMPLEX
LUBBOCK, TX
DETAIL NAME: ROOF DRAIN DETAIL
ARMKti PROJECT NO: 20140616-48
Copyright 2014 by Armko Industries
TEXAS REGISTERED ENGINEERING FIRM SCALE: NOT TO SCALE DATE: 08/27/14
F-6498
DRAIN STRAINER
AS SPEC.
.�.,.b�►� OF ,l��
w lb
RONALD C. WHITTINGTON
97088
DRAWN BY: CB
R2.11
OF
11