RFQ Quote VA-QT02-001
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REQUEST FOR QUOTATION
PARTIAL RQOF REPLACEMENT AND PARTIAL HV AC
RENOVATION OF THE BYRON CARLYLE THEATRE
QUOTATION #V A-QT02-001
QUOTATION DUE: December 17,2001 AT 3:00 P.M.
Brad Judd, Property Management Director
City of Miami Beach - Property Management Division
1245 Michigan Ave\lue
MiamfBeach, FL 33139
City Clerk
CITY CLERK
QUOTE NO: V A-QT02-OO1
DATE: tz/4101
CITY OF MIAMI BI.ACII
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CITY OF 'MIAMI BEACH
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1700 CONVENTION CENTER ORNE, MIAMI BEACH, FLORIDA 33139
hUp:\\cI.miami-beach.fI.us
PROCUREMENT DIVISION
Telephone (301) 873-7_
Facsimile (*) 873-78111
QUOTA nON NO. v A-QT02-001
PARTIAL ROOF REPLACEMENT AND PARTIAL HV AC
RENOVATION OF THE BYRON CARLYLE THEATRE
Scope of Work: The work for the Partial Roof Replacement consists of furnishing all labor,
machinery, tools, means of transportation, supplies, equipment, materials, services necessary for the
partial removal of existing and installation of a partial new roof to the Byron Carlyle Theatre. The
specified roof and related components will consist of approximately 11,492 sir This work will
require a Warranty/Guarantee for a minimum of twenty (20) yean.
The work will include removing and replacing the existing roof and insulation, removal. of Owner
designated equipment and equipment supports, localized deck reattachment/repair/replacement,
temporary roofing, tapered cellular concrete system, mechanically fastened base sheet, rework
existing drains, cold process built-up roofing system, application of high acrylic polymer coating
system, new drains, and specified flashings and accessories.
Scope of Work: The work for the Partial HVAC Renovation consists of removal ofall existing
units located on the East and Center sections of the roof of the Byron Carlyle Theatre.
The work will include the removal of all existing support steel in the above mentioned sections.
Furnish and install new units and exhaust fans, support steel frames, supply and return canvas
connections, electrical plumbing, controls, engineering drawings and pennits necessary to successfully
complete the work. This work wiD require a Warranty/Guarantee for a minimum of one (1)
year.
The Contractor awarded this project must be able to pull any/all required permits no later than
December 28, 2001.
A Pre-Bid Conference/Site Visit has been scheduled for 2:00 p.m. on December 4,2001 at Byron
Carlyle Theatre located at 500 71st Street, Miami Beach, Fl33141.
The successful bidder will be required to furnish Performance and Payment Bonds, each in the
amount of one hundred (1000.10) percent of the Contract amount.
QUOTE NO: V A-QT01..oo1
DATE: 12/4101
CITY OF MIAMI BEACH
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Attendance at this Pre-Bid Conference/Site Visit is highly encou"tg~ and recommended as a
valuable source of information, however it is not mandatory.' .
Quotations will be received until 3:00 p.m. on December 17,2001 at the following address: City
of Miami Beach Property Management Division, 1245 Michigan Avenue, Miami Beach, FL
33139.
Any questions or clarifications concerning this Bid shall be submitted in writing by mail or facsimile to
the Property Management Director, 1245 Michigan Avenue, Miami Beach, FL 33139, or FAX: (305)
673-4168. The Quotation title/number shall be referenced on all correspondence. All questions must
be received no later than seven (7) calendar days prior to the scheduled Bid opening date. All
responses to questions/clarifications will be sent to all prospective bidders in the form of an
addendum.
The City of Miami Beach reserves the right to accept any quotation deemed to be in the best interest
of the City of Miami Beach. The City of Miami Beach may reject any and all quotations.
Brad A. Judd, RP A, FMA, CGC
Director, Property Management Division
QUOTE NO: V A-QT02-001
DATE: 1214/01
CITY OF MIAMI BEACH
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PARTIAL ROOF REPLACEMENT AND PARTIAL HV AC
RENOVATION OF mE BYRON CARLYLE mEA TRE
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QUOTATION NO. V A-QT01-001
1.0 GENERAL CONDmONS
1.1 SEALED BIDS:
Original copy of Bid Form as well as any other pertinent documents must be returned in order
for the bid to be considered for award. All bids are subject to the conditions specified hereon
and on the attached Special Conditions, Specifications and Bid Fotm.
The completed bid must be submitted in a sealed envelope clearly marked with the Bid Title
to the City of Miami Beach Property Management Director, 1245 Michigan Avenue,
Miami Beach, Florida 33139. Facsimile bids will be accepted.
1.2 EXECUTION OF QUOTE:
Quote must contain a manual signature of an authorized representative in the space provided
on the Quote Form. Failure to properly sign the quote form shall invalidate same and it shall
NOT be considered. All quotes must be completed in pen and ink or typewritten. No
erasures are permitted. If a correction is necessary, draw a single line through the entered
figure and enter the corrected figure above it. Corrections must be initialed by the person
signing the bid. Any illegtble entries, pencil bids or corrections not initialed will not be
tabulated. The original quote conditions and specifications CANNOT be changed or altered
in any way. Altered quotes will not be considered. Clarification of the quote submitted shall
be in letter form, signed by bidders and attached to the quote.
1.3 NO QUOTE:
If not submitting a quote, respond by returning the enclosed quote form questionnaire, and
explain the reason. Repeated failure to not quote without sufficient justification shall be cause
for removal of a supplier's name from the quote mailing list.
1.4 PRICES QUOTED:
Deduct trade discounts and quote firm net prices. Give both unit price and extended total,
when requested. Prices must be stated in units of quantity specified in the bidding
specifications. In case of discrepancy in computing the amount of the QUOTE, the UNIT
PRICE quoted will govern. All prices must be F.O.B. destination, freight prepaid (unless
otherwise stated in special conditions). Discounts for prompt payment. Award, if made, will
be in accordance with terms and conditions stated herein. Each item must be bid separately
and no attempt is to be made to tie any item or items in with any other item or items. Cash or
quantity discounts offered will not be a consideration in determination of award ofbid(s).
QUOTE NO: V A-QT02-OO1
DATE: 12/4101
CITY 01' MIAMI BEACH
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1.5 TAXES:
The City of Miami Beach is exempt from all Federal Excise and State taxes. State Sales Tax
and Use Certificate Number is 04-00097-09-23.
1.6 MISTAKES:
Bidders are expected to examine the specifications, delivery schedules, bid prices and
extensions and all instructions pertaining to supplies and services. Failure to do so will be at
the bidder's risk.
1.7 CONDmON AND PACKAGING:
It is understood and agreed that any item offered or shipped as a result of this bid shall be the
latest new and current model offered (most current production model at the time of this bid).
All containers shall be suitable for storage or shipment, and all prices shall include standard
commercial packaging.
1.8 UNDERWRlTERS'LABORATORIES:
Unless otherwise stipulated in the bid, all manufactured items and fabricated assemblies shall
be D.L. listed or re-examination listing where such has been established by D.L. for the
item(s) offered and furnished.
1.9 BIDDER'S CONDmONS:
The City Commission reserves the right to waive irregularities or technicalities in bids or to
reject all bids or any part of any bid they deem necessary for the best interest of the City of
Miami Beach, FL.
1.10 EQUIVALENTS:
If bidder offers makes of equipment or brands of supplies other than those specified in the
following, he must so indicate on his bid. Specific article(s) of equipment/supplies shall
conform in quality, design and construction with all published claims of the manufacturer.
Brand Names: Catalog numbers, manufacturers' and brand names, when listed, are
infonnational guides as to a standard of acceptable product quality level only and should not
be construed as an endorsement or a product limitation of recognized and legitimate
manufacturers. Bidders shall fonnally substantiate and verifY that product(s) offered conform
with or exceed quality as listed in the specifications.
Bidder shall indicate on the bid form the manufacturer's name and number ifbidding other
than the specified brands, and shall indicate ANY deviation from the specifications as listed.
Other than specified items offered requires complete descriptive technical literature marked to
indicate detail(s) conformance with specifications and MUST BE INCLUDED WITH THE
BID. NO BIDS WILL BE CONSIDERED WITHOUT THIS DATA.
Lacking any written indication of intent to quote an alternate brand or model number, the bid
will be considered as a bid in complete compliance with the specifications as listed on the
attached form.
QUOTE NO: V A-QT02-001
DATE: 12/4/01
CITY OF MIAMI BEACH
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1.11 (NOT USED)
1.12 (NOT USED)
1.13 NON-CONFORMANCE TO CONTRACf CONDmONS:
Items may be tested for compliance with specifications. Item delivered, not confomring to
specifications, may be rejected and returned at vendor's expense. These items and items not
delivered as per delivery date in bid and/or purchase order may be purchased on the open
market. Any increase in cost may be charged against the bidder. Any violation of these
stipulations may also result in:
A) Vendor's name being removed from the vendor list.
B) All departments being advised not to do business with vendor.
1.14 SAMPLES:
Samples of items, when required, must be furnished free of expense. Bidders will be
responsible for the removal of all samples furnished within (30) days after bid opening. All
samples will be disposed of after thirty (30) days. Each individual sample must be labeled
with bidder's name. Failure of bidder to either deliver required samples or to clearly identity
samples may be reason for rejection ofthe bid. Unless otherwise indicated, samples should be
delivered to the Property Management Director, 1245 Michigan Avenue, Miami Beach,
Florida 33139.
1.15 DEUVERY:
Unless actual date of delivery is specified (or if specified delivery cannot be met), show
number of days (in calendar days) required to make delivery after receipt of purchase order, in
space provided. Delivery time may become a basis for making an award. Delivery shall be
within the normal working hours of the user, Monday through Friday, excluding holidays.
1.16 INTERPRETATIONS:
Unless otherwise stated in the bid, any questions concerning conditions and specifications
should be submitted in writing to the Property Management Director, 1245 Michigan
Avenue, Miami Beach, :Florida 33139. Fax (305) 673-4168.
1.17 (NOT USED)
1.18 AWARDS:
In the best interest of the City of Miami Beach, the City Commission reserves the right to
reject all bids or any portion of any bid they deem necessary for the best interest of the City;
to accept any item or group of items unless qualified by the bidder; to acquire additional
quantities at prices quoted on the Bid Form unless additional quantities are not acceptable, in
which case the Bid Form must be noted "BID IS FOR SPECIFIED QUANTITY ONLY".
All awards made as a result of this bid shall conform to applicable Florida Statutes.
QUOTE NO: V A-QT02-OO1
DATE: 1214/01
CITY OF MIAMI BEACH
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1.19 QUOTE OPENING:
Quotes shall be opened and publicly read on the date, time and place specified on the Quote
Form. All quotes received after the date, time, and place may be returned, unopened.
1.20 INSPECTION, ACCEPTANCE & TITLE:
Inspection and acceptance will be at destination unless oth~se provided. Title toIor risk of
loss or damage to all items shall be the responsibility of the successful bidder until acceptance
by the buyer unless loss or damage result from negligence by the buyer. If the materials or
services supplied to the City are found to be defective or not conform to specifications, the
City reserves the right to cancel the order upon written notice to the seller and return product
at bidder's expense.
1.21 PAYMENT:
Payment will be made by the City after the items awarded to a vendor have been received,
inspected, and found to comply with award specifications, free of damage or defect and
properly invoiced.
1.22 DISPUTES:
In case of any doubt or difference of opinion as to the items to be furnished hereunder, the
decision of the City shall be final and binding on both parties.
1.23 LEGAL REQUIREMENTS:
Federal, State, county and city laws, ordinances, rules and regulations that in any manner
affect the items covered herein apply. Lack of knowledge by the bidder will in no way be a
cause for relief from responsibility.
1.24 (NOT USED)
1.25 (NOT USED)
1.26 PATENTS & ROYALTIES:
The bidder, without exception, shall indemnifY and save harmless the City of Miami Beach,
Florida and its employees from liability of any nature or kind, including cost and expenses for,
or on account of, any copyrighted, patented, or unpatented invention, process, or article
manufactured or used in the performance of the contract, including its use by The City of
Miami Beach, Florida. If the bidder uses any design, device or materials covered by letters,
patent, or copyright, it is mutually understood and agreed, without exception, that the bid
prices shall include all royalties or cost arising from the use of such design, device, or
materials in any way involved in the work.
. 1.27 OSHA:
The bidder warrants that the product supplied to the City of Miami Beach, Florida shall
conform in all respects to the standards set forth in the Occupational Safety and Health Act of
1970, as amended, and the failure to comply with this condition will be considered as a breach
of contract. Any fines levied because of inadequacies to comply with these requirements shall
be borne solely by the bidder responsible for same.
QUOTE NO: V A-QT01-OO1
DATE: 1214/01
CITY OF MIAMI BEACH
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1.28 SPECIAL CONDmONS:
Any and all Special Conditions that may vary from these General Conditions shall have
precedence.
1.29 ANTI-DISCRIMINATION:
The bidder certifies that he/she is in compliance with the non-discrimination clause contained
in Section 202, Executive Order 11246, as amended by Executive Order 11375, relative to
equal employment opportunity for all persons without regard to race, color, religion, sex or
national origin.
1.30 AMERICAN WITH DISABll..JTIES ACf:
Call (305) 673-7490NOICE to request material in accessible format; sign language
interpreters (five days in advance when possible), or information on access for persons with
disabilities. For more information on ADA compliance please call the Heidi Johnson Wright at
the Public Works Department at 305.673-7080.
1.31 QUALITY:
All materials used for the manufacture or construction of any supplies, materials or equipment
covered by this bid shall be new. The items bid must be new, the latest mode~ of the best
quality, and highest grade workmanship.
1.32 (NOT USED)
1.33 LIABILITY, INSURANCE, LICENSES AND PERMITS:
Where bidders are required to enter or go onto City of Miami Beach property to deliver
materials or perform work or services as a result of a bid award, the successful bidder will
assume the full duty, obligation and expense of obtaining all necessary licenses, pennits and
insurance and assure all work complies with all applicable Dade County and City of Miami
Beach building code requirements and the South Florida Building Code. The bidder shall be
liable for any damages or loss to the City occasioned by negligence of the bidder (or agent) or
any person the bidder has designated in the completion of the contract as a result of his or her
bid.
1.34 BID BONDS, PERFORMANCE BONDS, CERTIFICATES OF INSURANCE:
Bid Bonds, when required, shall be submitted with the bid in the amount specified in Special
Conditions. After acceptance of bid, the City will notify the successful bidder to submit a
performance bond and certificate of insurance in the amount specified in Special Conditions.
1.35 DEFAULT:
Failure or refusal of a bidder to execute a contract upon award, or withdrawal of a bid before
such award is made, may result in forfeiture of that portion of any bid surety required equal to
liquidated damages incurred by the City thereby, or where surety is not required, failure to
execute a contract as described above may be grounds for removing the bidder from the
bidder's list.
QUOTE NO: V ~-QT02-001
DATE: 12/4/01
crrY OF MIAMI BEACH
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1.36 CANCELLATION:
In the event any of the provisions of this bid are violated by the contractor, the Property
Management Director shall give written notice to the contractor stating the deficiencies and
unless deficiencies are corrected within ten (10) days, recommendation will be made to the
City Commission for immediate cancellation. The City Commission of Miami Beach, Florida
reserves the right to terminate any contract resulting from this invitation at any time and for
any reason, upon giving thirty (30) days prior written notice to the other party.
1.37 BaLING INSTRUcnONS:
Invoices, unless otherwise indicated, must show purchase order numbers and shall be
submitted in DUPLICATE to the City of Miami Beach Property Management Division, 1245
Michigan Avenue, Miami Beach, Florida 33139.
1.38 (NOT USED)
1.39 (NOT USED)
1.40 NOTE TO VENDORS DELIVERING TO THE CITY OF MIAMI BEACH:
Receiving hours are Monday through Friday, excluding holidays, from 8:30 A.M. to 5:00
P.M.
1.41 SUBSTITUTIONS:
The City of Miami Beach, Florida WILL NOT accept substitute shipments of any kind.
Bidder( s) is expected to furnish the brand quoted in their bid once awarded. Any substitute
shipments will be returned at the bidder's expense.
1.42 FACILITIES:
The City Commission reserves the right to inspect the bidder's facilities at any time with prior
notice.
1.43 BID TABULATIONS:
Bidders desiring a copy of the bid tabulation may request same by enclosing a self-addressed
stamped envelope with the bid.
1.44 (NOT USED)
1.45 (NOT USED)
1.46 CLARIFICATION AND ADDENDA TO QUOTE SPECIFICATIONS:
If any person contemplating submitting a Quote under this Solicitation is in doubt as to the
true meaning of the specifications or other quote documents or any part thereof: the Bidder
must submit to the City orMiami Beach Property Management Director at least seven (7)
calendar days prior to scheduled Bid opening, a request for clarification.
QUOTE NO: V A-QT02..oo1
DATE: 12/4101
CITY OF MIAMI BUCH
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All such requests ror clarification must be made in writing and the person submitting the
request will be responsible for its timely delivery.
Any interpretation of the quote, if made, will be made only by Addendum duly issued by the
City of Miami Beach Property Management Director. The City shall issue an Informational
Addendum if clarification or minimal changes are required. The City shall issue a Fonnal
Addendum if substantial changes which impact the technical submission of quotes is required.
A copy of such Addendum shall be sent by mail or facsimile to each Bidder receiving the
Solicitation. In the event of conflict with the original Contract Documents, Addendum shall
govern all other Contract Documents to the extent specified. Subsequent addendum shall
govern over prior addendum only to the extent specified. The Bidder shall be required to
acknowledge receipt of the Formal Addendum by signing in the space provided on the Quote
Proposal Form. Failure to acknowledge Addendum may deem its quote non-responsive;
provided, however, that the City may waive this requirement in its best interest. The City will
not be responsible for any other explanation or interpretation made verbally or in writing by
any other city representative.
1.47 DEMONSTRATION OF COMPETENCY:
1) Pre-award inspection of the Bidder's facility may be made prior to the award of contract.
Quotes will only be considered from firms which are regularly engaged in the business of
providing the goods and/or services as described in this invitation for quote. Bidders must be
able to demonstrate a good record of performance for a reasonable period of time, and have
sufficient financial support, equipment and organization to insure that they can satisfactorily
execute the services if awarded a contract under the terms and conditions herein stated. The
terms "equipment and organization" as used herein shall be construed to mean a fully
equipped and well established company in line with the best business practices in the industry
and as determined by the City of Miami Beach.
2) The City may consider any evidence available regarding the financial, technical and other
qualifications and abilities of a Bidder, including past performance ( experience) with the City
in making the award in the best inter~st of the City.
3) The City may require Bidders to show proof that they have been designated as authorized
representatives of a manufacturer or supplier which is the actual source of supply. In these
instances, the City may also require material information from the source of supply regarding
the quality, packaging, and characteristics of the products to be supplies to the City through
the designated representative. Any conflicts between this material information provided by
the source of supply and the information contained in the Bidder's Proposal may render the
Quote non-responsive.
4) The City may, during the period that the Contract between the City and the successful
Bidder is in force, review the successful Bidder's record of performance to insure that the
Bidder is continuing to provide sufficient financial support, equipment and organization as
prescribed in this Solicitation. Irrespective of the Bidder's performance on contracts
awarded to it by the City, the City may place said contracts on probationary status and
implement termination procedures if the City determines that the successful Bidder no
longer possesses the financial support, equipment and organization which would have
QUOTE NO: V A-QT02-001
DATE: 12/4101
crrv OF MIAMI BEACH
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been necessa. '1 during the Quote evaluation period m order to comply with this
demonstration of competency section.
1.48 DETERMINATION OF AWARD
The City Commission shall award the contract to the lowest and best bidder. In
determining the lowest and best bidder, in addition to price, there shall be considered the
following:
a. The ability, capacity and skill of the bidder to perform the Contract.
b. Whether the bidder can perform the Contratt within the time specified, without
delay or
c. The character, integrity, reputation, judgement, experience and efficiency of the
bidder.
d. The quality of performance of previous contracts.
e. The previous and existing compliance by the bidder with laws and ordinances
relating to the Contract..
1.49 ASSIGNMENT:
The contractor shall not assign, transfer, convey, sublet or otherwise dispose of this contract,
including any or all of its right, title or interest therein, or his or its power to execute such
contract to any person, company or corporation without prior written consent of the City of
Miami Beach.
1.50 LAWS, PERMITS AND REGULATIONS:
The bidder shall obtain and pay for all licenses, pennits and inspection fees required for this
project; and shall comply with all laws, ordinances, regulations and building code
requirements applicable to the work contemplated herein.
1.51 OPI'lONAL CONTRACf USAGE:
As provided in Section 287.042 (17), Florida Statutes, other State agencies may purchase
from the resulting contract, provided the Department of Management Services, Division of
Procurement, has certified its use to be cost effective and in the best interest of the State.
Contractors have the option of selling these commodities or services certified by the Division
to the other State agencies at the agencies option.
1.52 SPOT MARKET PURCHASES:
It is the intent of the City to purchase the items specifically listed in this bid from the awarded
vendor. However, items that are to be "Spot Market Purchased" may be purchased by other
methods, i.e. Federal, State or local contracts.
1.53 ELIMINATION FROM CONSIDERATION
This bid solicitation shall not be awarded to any person or firm which is in arrears to the
County upon any debt, taxes or contracts which are defaulted as surety or otherwise upon any
obligation to the County.
QUOTE NO: V A-QT02-001
DATE: 12/4/01
CITY OF MIAMI BEACH
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1.54 WAIVER OF INFORMALITIES
The City reserves the right to waive any informalities or irregularities in this bid solicitation.
1.55 ESTIMATED QUANTITlliS
Estimated quantities or estimated dollars, if provided, are for City guidance only. No
guarantee is expressed or implied as to quantities or dollars that will be used during the
contract period. The City is not obligated to place any order for a given amount subsequent to
the award of this bid solicitation. Estimates are based upon the City's actual needs and/or
usage during a previous contract period. The City for purposes of determining the low bidder
meeting specifications may use said.
1.56 COLLUSION
Bids from related parties. Where two (2) or more related parties each submit a bid or
proposal for any contract, such bids or proposals shall be presumed to be coUusive. The
foregoing presumption may be rebutted by presentation of evidence as to the extent of
ownership, control and management of such related parties in the preparation and submittal of
such bids or proposals. Related parties mean bidders or proposers or the principals thereof
which have a direct or indirect ownership interest in another bidder or proposer for the same
contract or in which a parent company or the principals thereof of one (1) bidder or proposer
have a direct or indirect ownership interest in another bidder or proposer for the same
contract. Bids or proposals found to be collusive shall be rejected. Bidders or Proposers who
have been found to have engaged in collusion may be considered non-responsible, and may be
suspended or debarred, and any contract resulting from collusive bidding may be terminated
for default.
1.57 DISPUTES
In the event of a conflict between the documents, tbe order of priority of the documents shall
be as follows:
. Any. agreement resulting from the award of this Bid (if applicable); then
. Addenda released for this Bid, with the latest Addendum taking precedence; then
. The Bid; then
. Awardee's Bid.
1.58 REASONABLE ACCOMMODATION
In accordance with the Title n of the Americans with Disabilities Act, any person requiring an
accommodation at the RFP opening because of a disability must contact Heidi Johnson
Wright at the Public Works Department at (305) 673-7080.
1.59 GRATUITIES
Proposers shall not offer any gratuities, favors, or anything of monetary value to any official,
employee, or agent of the City, for the purpose of influencing consideration of this proposal.
QUOTE NOs V A-QT02-OO1
DATE: 12/4101
CITY ()F MIAMI BlAm
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1.60 SIGNED BID CONSIDERED AN OFFER
The signed bid shall be considered an offer on the part of the bibber or contractor, which offer
shall be deemed accepted upon approval by the City Commission of the City of Miami Beach,
Florida and in case of default on the part of successful bidder or contractor, after such
acceptance, the City may procure the items or services from other sources and hold the bidder
or contractor responsible for any excess cost occasioned or incurred thereby. Additionally,
the City may take such action.
1.61 QUOTE CLARmCATlON:
Any questions or clarifications concerning this Invitation to Quote shall be submitted in
writing by mail or facsimile to the Property Management Department, 1245 Michigan
Avenue, Miami Beach, FL 33139 FAX: (305) 673-4168. The quote project number shall be
referenced on all correspondence. All questions must be received no later than seven (7)
calendar days prior to the scheduled bid opening date.
All responses to questions/clarifications will be sent to all prospective bidders in the form of
an addendum. NO QUESTIONS WILL BE RECEIVED VERBALLY OR AFTER SAID
DEADLINE.
1.62 TIE BIDS:
Please be advised that in accordance with Florida Statues Section 287.087, regarding identical
tie bids, preference will be given to vendors certifying that they have implemented a drug free
work place program. A certification form will be required at that time.
1.63 PUBUC ENTITY CRIMES (PEC):
A person or affiliate who has been placed on the convicted vendor list following a conviction
for public entity crimes may not submit a bid on a contract to provide any goods or services
to a public entity, may not submit a bid on a contract with a public entity for the construction
or repair of a public building or public work, may not submit bids on leases of real property to
public entity, may not be awarded or perform work as a contractor, supplier, sub-contractor,
or consultant under a contract with a public entity, and may not transact business with any
public entity in excess of the threshold amount provided in Sec. 287.017, for CATEGORY
TWO for a period of36 months from the date of being placed on the convicted vendor list.
QUOTE NO: V A-QT02-OO1
DATE: 1214101
CITY OF MIAMI BEACH
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PARTIAL ROOF REPLACEMENT ANb PARTIAL HV AC
RENOVATION OF THE BYRON CARLYLE THEATRE
QUOTATION NO. VA-QT02-001
2.0 SPECIAL CO~mON&
2.1 PURPOSE:
The purpose of this bid is to establish a contract, by means of sealed quotes to a qualified
contractor, for the Partial Roof Replacement and Partial HVAC Renovation of the Byron
Carlyle Theatre, as specified in the bid documents.
2.2 METHOD OF AWARD:
Award of this contract will be made to the lowest responsive, responsible and best bidder
whose QUOTE will be most advantageous to the City of Miami Beach.
2.3 PAYMENT:
Payment will be made upon final completion of this project. The City will pay the contract
price minus any liquidated damages and/or other damages to the Contractor upon final
completion and acceptance.
2.4 DELIVERY TIME: N/A
2.5 ADDmONSIDELETIONS OF FACILITIES: N/A
2.6 PRICES SHALL BE FIXED AND FIRM FOR TERM OF CONTRACT: N/A
2.7 PRE-BID CONFERENCEISITE INSPEcnON: A Pre-Bid Conference/Site Visit has been
scheduled for 2:00 p.m. on December 4, 2001, at the Byron Carlyle Theatre, loated at
500 71" Street, Miami Beaeh, Fl33141
2.8 INSURANCE AND INDEMNIFICATION:
(See Check List for applicability to this contract)
The contractor shall be responsible for his work and every part thereof: and for all materials,
tools, appliances and property of every description, used in connection with this particular
project. He shall specifically and distinctly assume, and does so assume, all risks of damage or
injury to property or persons used or employed on or in connection with the work and of all
damage or injury to any person or property wherever located, resulting from any action or
operation under the contract or in connection with the work. It is understood and agreed that
at all times the contractor is acting as an independent contractor.
QUOTE NO: V A...QT02-001
DATE: 1114101
CITY OF MIAMI BEACH
14
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The contractor, at all times during the full duration of work under this contract, including extra
work in connection with this project shall meet the following requirements:
Maintain Worker's Compensation and Employer's Liability Insurance to meet the statutory
requirements of the State of Florida.
Maintain Comprehensive General Liability Insurance in amounts prescnDed by the City (see
checklist for limits) to protect the contractor in the interest of the City against all risks ofinjury
to persons (including death) or damage to property wherever located resulting from any action
or operation under the contract or in connection with the work. This policy is to provide
coverage for premises/operations, independent contractor, broad form property damage,
products/completed operations and contractual liability.
Maintain Automobile Liability Insurance including Property Damage covering all owned, non-
owned or hired automobiles and equipment used in connection with the work.
Maintain any additional coverages required by the Risk Manager as indicated on the Insurance
Check List.
Name the City of Miami Beach as an additional insured on all liability policies required by this
contract. When naming the City of Miami Beach as an additional insured onto your policies,
the insurance companies hereby agree and will endorse the policies to state that the City will
not be liable for the payment of any premiums or assessments. A copy of the endorsement( s)
naming the City of Miami Beach as an additional insured is required and must be submitted to
the City's Risk Manager.
No change or cancellation in insurance shall be made without thirty (30) days written notice to
the City of Miami Beach Risk Manager.
All insurance policies shall be issued by companies authorized to do business under the laws of
the State of Florida and these companies must have a rating of at least B+: VI or better per
Best's Key Rating Guide, latest edition.
Original signed Certificates of Insurance, evidencing such coverages and endorsements as
required herein, shall be filed with and approved by the City of Miami Beach Risk Manager
before work is started. The certificate must state Bid Number and Title. Upon expiration of
the required insurance, the contractor must submit updated certificates of insurance for as long
a period as any work is still in progress.
It is understood and agreed that all policies of insurance provided by the contractor are primary
coverage to any insurance or self-insurance the City of Miami Beach possesses that may apply
to a loss resulting from the work performed in this contract.
QUOTE NO: V A...QT02-001
DATE: 12/4101
CITY OF MIAMI BEACH
15
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All policies issued to cover the insurance requirements herein shall provide full coverage from
the first dollar of exposure. No deductibles will be allowed in any policies issued on this
contract unless specific safeguards have been established to assure an adequate fund for
payment of deductibles by the insured and approved by the City's Risk Manager.
The liability insurance coverage shall extend to and include the following contractual indemnity
and hold harmless agreement:
"The contractor hereby agrees to indemnify and hold harmless the City of Miami Beach, a
municipal corporation, its officers, agents, and employees from all claims for bodily injuries to
the public in and up to the amount of $1,000,000.00 for each occurrence and and for all
damages to the property of others in and up to the amount of $1,000,000.00 for each
occurrence per the insurance requirement under the specifications including costs of
investigation, all expenses of litigation, including reasonable attorney fees and the cost of
appeals arising out of any such claims or suits because of any and all acts of omission or
commission of any by the contractor, his agents, servants, or employees, or through the mere
existence of the project under contract" .
The foregoing indemnity agreement shall apply to any and all claims and suits other than claims
and suits arising out of the sole and exclusive negligence of the City of Miami Beach, its
officers, agents, and employees, as detennined by a court of competent jurisdiction.
The contractor will notify his insurance agent without delay of the existence of the Hold
Harmless Agreement contained within this contract, and furnish a copy of the Hold Harmless
Agreement to the insurance agent and carrier.
The contractor will obtain and maintain contractual liability insurance in adequate limits for the
sole purpose of protecting the City of Miami Beach under the Hold Harmless Agreement from
any and all claims arising out of this contractual operation.
The contractor will secure and maintain policies of subcontractors. All policies shall be made
available to the City upon demand. Compliance by the contractor and all subcontractors with
the foregoing requirements as to canying insurance and furnishing copies of the insurance
policies shall not relieve the contractor and all subcontractors of their liabilities and obligations
under any Section or Provisions of this contract. Contractor shall be as fully responsible to the
City for the acts and omissions of the subcontractor and of persons employed by them as he is
for acts and omissions of persons directly employed by him.
Insurance coverage required in these specifications shall be in force throughout the contract
term. Should any awardee fail to provide acceptable evidence of current insurance within seven
days of receipt of written notice at any time during the contract term, the City shall have the
right to consider the contract breached and justifYing the termination thereof
Ifbidder does not meet the insurance requirements of the specifications; alternate insurance
coverage, satisfactory to the Risk Manager, may be considered.
QUOTE NO: V A-QT02-001
DATE: 1214101
CITY OF MIAMI BEACH
16
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It is understood and agreed that the inclusion of more than one insured under these policies
shall not restrict the coverage provided by these policies for one insured hereunder with
respect to a liability claim or suit by another insured hereunder or an employee of such other
insured and that with respect to claims against any insured hereunder, other insureds hereunder
shall be considered members of the public; but the provisions of this Cross Liability clause sball
apply only with respect to liability arising out ofthe ownership, maintenance, use, occupancy
or repair of such portions of the premises insured hereunder as are not reserved for the
exclusive use of occupancy of the insured against whom claim is made or suit is filed.
QUOTE NO: V A-QT02-001
DATE: 12/4101
CITY OF MIAMI BEACH
17
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INSURANQ CBEQ{ UST
.xxx 1. Workers' Compensation and Employer's Liability per the Statutory limits of the state of
Florida.
xxx 2. Comprehensive General Liability (occurrence form), limits of liability $ 1.000.000.00 per
occurrence for bodily injury property damage to include Premises! Operations; Products,
Completed Operations and Contractual Liability. Contractual Liability and
Contractual Indemnity (Hold harmless endorsement exactly as written in "insurance
requirements" of specifications).
xxx 3. Automobile Liability - $1,000,000 each occurrence - ownedlnon-ownedlhired
automobiles included.
4.
Excess Liability - $
.00 per occurrence to follow the primary coverages.
xxx 5. The City must be named as and additional insured on the liability policies; and it must be
stated on the certificate.
6. Other Insurance as indicated:
_ Builders Risk completed value
_ Liquor Liability
_ Fir~ Legal Liability
_ Protection and Indemnity
_ Employee Dishonesty Bond
Other
$
$
$
$
$
$
.00
.00
.00
.00
.00
.00
xxx 7. Thirty (30) days written cancellation notice required.
xxx 8. Best's guide rating B+:VJ or better, latest edition.
xxx 9. The certificate must state the bid number and title
BIDDER AND INSURANCE AGENT STATEMENT:
We understand the Insurance Requirements of these specifications and that evidence of this insurance
may be required within five (5) days after bid opening.
Bidder
Signature of Bidder
QUOTE NO: V A-QT02-001
DATE: 1214/01
CITY OF MIAMI BEACH
18
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2.9 VENDOR APPLICATION: N/A
2.10 CONTACT PERSON:
F or any additional information regarding the specifications and requirements of this project,
contact Brad Judd, Property Management Director at (305) 673-7630.
2.11 SAMPLES:
The bidder shall provide upon request, a complete and accurate sample of the product(s)
which they propose to furnish.
2.12 BID, PERFORMANCE, AND BUDGET
A Bid Bond is not required, however the successful bidder will be required to furnish
Performance and Payment Bonds, each in the amount of one hundred (100%) percent of the
Contract amount.
1.13 LIQUIDATED DAMAGES:
The Bidder agrees to pay the Owner liquidated damages in the amount of$200 per calendar
day beyond the ninety (90) day substantial completion date.
2.14 DISCOUNTS (From published price lists): N/A
2.15 ESTIMATED QUANTIIlES: N/A
2.16 WARRANTY:
The successful bidder will be required to warranty all work performed. The complete
Warranty shall be described in detail on the attached Bid Form. The work performed on
the roof will require a minimum warranty of twenty (20) years. The HV AC work will require
a minimum warranty of one (1) year.
2.17 PRODUCT/CATALOG INFORMATION: N/A
2.18 REFERENCES (pROVIDE 4 REFERENCES, PLEASE SEE PAGE 15)
1.19 COMPLETE PROJECT REQUIRED:
These specifications describe the various items or classes of work required, enumerating or
defining the extent of same necessary, but failure to list any items or classes under scope of
the several sections shall not relieve the contractor from furnishing, installing or performing
such work where required by any part of these specifications, or necessary to the satisfactory
completion of the project.
1.10 FACILITY LOCATION:
The Byron Carlyle Theatre is located at 500 71- Street, Miami Beach Fl 33141.
QUOTE NO: V A-QT02-001
DATE: 1214/01
CITY OF MIAMI BEACH
19
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2.21 BIDDER QUALIFICATIONS:
In order for quotes to be considered, bidders must submit with their quote, evidence that they
are qualified to satisfactorily perform the specified work. Evidence shall include all
information necessary to certifY that the bidder: maintains a permanent place of business; has
technical knowledge and practical experience in the type of equipment included in this scope
of work; has available the organization and qualified manpower to do the work; has adequate
financial status to meet the financial obligations incident to the work; has not had just or
proper claims pending against him or his work; and has provided Roof and HV AC
Renovation Projects similar to the Byron Carlyle Theatre, as specified on the bid form. The
evidence will consist of listing of work that has been provided to public and private sector
clients, ie. nature of work and number of similar projects completed within the last three (3)
years.
2.29 LATE QUOTES:
At time, date, and place above, quotes will be publicly opened. Any quotes or proposals
received after time and date specified may be returned to the bidder unopened. The
responsibility for submitting a quote/proposal before the stated time and date is solely and
strictly the responsibility of the bidder/proposer. The City is not responsible for delays caused
by mail, courier service, including U.S. Mail, or any other occurrence.
2.30 EXCEPTIONS TO SPECWICATIONS: N/A
2.31 COMPLETE INFORMATION REQUIRED ON BID FORM:
All quotes must be submitted on the attached Quote Form and all blanks filled in. To be
considered a valid bid, the ORIGINAL AND ONE COpy of the Quote Form pages and all
required submittal information must be returned, properly completed, in a sealed envelope as
outlined in the first paragraph of General Conditions.
2.32 MAINTENANCE AGREEMENT: (N/A)
2.33 EQUAL PRODUCT: (N/A)
QUOTE NO: V A-QT02-001
DATE: 1214/01
CITY OF MIAMI BEACH
20
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Section 3
MEASUREMENT AND PAYMENT
3.1 Measurement of Quantities - All work completed under this Contract shall be measured
by the Engineer, according to United States Standard Measures. All measurements shall be taken
horizontal or vertical, except for paving sulfaces, which will be taken along the actual surface of the
pavement. No allowance shall be made for sulfaces laid over a greater area than authorized or for
material moved from outside of slope-stakes and lines shown on the Plans, except where such work is
done upon written instructions of the Engineer.
3.2 Scope of Payments - It is understood and agreed that the Contractor shall receive and
accept the prices and rates, as herein specified, in full payment for furnishing all materials, labor,
equipment, and tools, and for perfonning all the Work contemplated and embraced in the attached
Specifications and Proposal, also for all loss or damage arising out of the nature of the Work
aforesaid, or from the action of the elements or for any unforeseen difficulties or obstructions which
may arise or be encountered in the prosecution of the Work, until its final acceptance as hereinafter
provided for, and also for all risks of every description and all expenses incurred by or in consequence
of the suspension or discontinuance of the Work as herein provided for, or for any infiingement of
patent, trademark, or copyright, and for the completion of the Work in accordance with the Plans,
Specifications, and Contract.
3.3 Payment and Compensation for Altered Quantities -When Alterations in Plans or
quantities of work not requiring Supplemental Agreements as herein before provided for are ordered
and pelformed, the Contractor shall accept payment in full at the Contract unit price for the actual
quantities of work done; no allowance will be made for anticipated profits; increased or decreased
work involving Supplemental Agreements shall be paid for as stipulated in such agreement.
3.4 Force Account Work - All Extra Work done on a "Force Account" basis shall be
pelformed by such labor, tearns, tools, and equipment as may be specified by the Engineer, and will be
paid for in the following manner:
(a) For all labor, tearns, and foremen in direct charge of the specified operations, the
Contractor shall receive the current local rate of wages, to be agreed upon in writing before starting
such work, for every hour that said labor, tearns, and foremen are actually engaged in such work, to
which shall be added an amount equal to 15 percent of the sum thereof which shall be considered as
full compensation for general supervision and the furnishing and repairing of small tools and ordinary
equipment used on the contract such as picks, hand shovels, plows, etc. In addition to the above, the
Contractor shall receive the actual cost for Social Security Taxes, Unemployment Insurance, and
Workmen's Compensation Insurance involved in such force account work, based on the actual wages
paid the said labor and foremen. No percentage will be added to the cost of such taxes or insurance.
(b) For all materials used the Contractor shall receive the actual cost of such materials,
delivered at the site, as shown by the original receipted bills, but no percentage shall be allowed on
the cost of such materials.
QUOTE NO: V A-QT02-001
DATE: 12/4101
CITY OF MIAMI BEACH
21
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(c) For any special equipment or machinery, such as power driven rollers, tractors, trucks,
shovels, drills, concrete mixers, pumps, and hoists, also industrial railway equipment, crushers, etc.,
required for the economical performance of the work, the Engineer shall allow the Contractor a
reasonable rental price to be agreed upon in writing before such work is begun, for each and every
hour that said special equipment is in use on the work, to which sum no percentage shall be added.
The compensation as herein provided shall be received by the Contractor as payment in full
for Extra Work done on a force account basis.
The Contractor's representative and the Inspector shall compare records of extra work done
on a force account basis at the end of each day. Copies of these records shall be made in duplicate
upon a form provided for this purpose by the Inspector and signed by both the Inspector and the
Contractor's representative, one copy being forwarded, respectively, to the Engineer ofhis authorized
representative, and to the Contractor. All claims for extra work done on a force account basis shall be
submitted as hereinbefore provided by the Contractor upon certified statements, to which shall be
attached original receipted bills covering the costs of and the freight charges and hauling on all
materials used in such work, and such statements shall be submitted to the Engineer on the current
estimate of the month in which work was actually done.
3.5 Omitted Items - The City shall have the right to cancel the portions of the Contract
relating to the construction of any items therein by the payment to the Contractor of a fair and
equitable amount covering all items incurred prior to the date of cancellation or suspension of the
work by order of the Engineer.
3.6 Partial Payments - If the Work progresses according to Contract, the Contractor will be
paid monthly ninety (90) percent of the value of the work completed, and materials furnished by the
Contractor under these Specifications, when such materials have been delivered, inspected, and
payments satisfactorily vouched for to the Engineer, provided the materials, in the judgment of the
Engineer, are such as will probably be incorporated in the Work within thirty (30) days; ten (10) per
cent of the amount due being reserved until a final settlement after the completion of the Work.
Contractor shall provide PARTIAL RELEASE OF LIENS with each Application for payment.
It is understood and agreed that the City may also deduct from any estimate, either partial or
final, the amount of any unsatisfied claim against the Contractor for labor, materials, teams,
equipment and/or other things as elsewhere provided herein.
Should any defective work or material be discovered previous to the final acceptance, or
should a reasonable doubt arise previous to the final acceptance as to the integrity of any part of the
completed Work, the estimate and payment for such defective or questioned work shall not be
allowed until the defect has been remedied and causes for doubt removed. The monthly payments
shall be approximate only, and all partial estimates and payments shall be subject to correction in the
QUOTE NO: V A-QT01-OO1
DATE: 1214101
CITY OF MIAMl BEACH
22
",......,
.-..,
final estimate and payment. If the total amount of the retained percentage ofthe Contract is greatly in
excess of the uncompleted portion of the Contract the Engineer may allow the Contractor a portion
of the suspended payment, provided that the City shall at all times retain an amount sufficient to
enable it to complete the uncompleted work in the Contract and liquidate unsatisfied claims.
3.7 Acceptance and Final Payment - Whenever the improvement provided for under this
Contract shall have been completely performed on the part of the Contractor, and all parts of the
Work have been approved by the Engineer according to the Contract, and all trash, debris,
equipment, and other things used in the construction removed from the site of the construction and
from the adjoining land, the Engineer, after final inspection as provided herein, shall certify such fact
to the Board in writing, recommending the acceptance of the Work.
Upon acceptance of the Work by the Board, a Final Estimate showing the value of the Work
will be prepared by the Engineer as soon as the necessary measurements and computations can be
made all prior certificates or estimates upon which payments have been made being approximate only
and subject to correction in the Final Estimate.
The amount of the Final Estimate, less any sums that may have been deducted or retained
under the provisions of this Contract, will be paid to the Contractor within thirty (30) days after the
Final Estimate has been approved by the Board, provided that the Contractor has furnished to the
Board a sworn affidavit to the effect that all bills are paid and no suits are pending in connection with
the Work done under this Contract. Upon this final payment the City is to be released from all liability
whatever growing out of this Contract.
No final payment shall be made without the submittal of the following documents: the
FINAL RELEASE OF LIEN, THE FINAL RELEASE OR LETTER OF APPROVAL OF
THE SURETY COMPANY, the FINAL CERTIFICATE OF COMPLETION or FINAL
CERTIFICATE OF OCCUPANCY FROM THE BUILDING OFFICIAL, a LEITER OF
FINAL COMPLETION or LEITER OF FINAL ACCEPTANCE from the AlE of record,
approved by the City.
QUOTE NO: VA-QT02..oo1
DATE: 12/4101
CITY OF MIAMI BEACH
23
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UNOVAnoN OF 11iE::BYRON CARLYLE THEATRE
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PARTIAL ROOF REPLACEMENT AND PARTIAL HV AC
RENOVATION OF THE BYRON CARLYLE THEATRE
QUOTAnON NO. V A-QT02-001
Proposal Page 2 of 3
QUOTE UNIT PRICES FOR THE FOLLOWING: ( Not included in Lump Sum Bid)
Partial HV AC replacement of the Byron Carlyle Theatre
Drawings and Calculations $ 5O'S-P. -
Crane $ 5,J1S-IJ. -
Air Conditioning equipment $ ,,'~7S: -
.
Exhaust rans $ /1 Scf" tJ. -
I
Support steel $ /.3 R'Ot? -
Duct work $ ?YtJiJ, -
Electrical $ i' 9.;JS":-
Labor $ /9 9s-a -
LINE ITEM
LUMP SUM
1)
PARTIAL ROOF REPLACEMENT OF
THE BYRON CARLYLE THEATRE
$ /0-0. 9<;/~-
,
2)
PARTIAL HV AC RENOVATION OF
THE BYRON CARLYLE THEATRE
$ / .3 ) YtJt!. -
r
GRAND TQTAL:
$~ 1"2, .3 ys: -
QUOTE NO: V A-QT02-OO1
DATE: 1214/01
Addendum No. 2
CITY OF MIAMI BEACH
25
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J'i\ATIAL ROOF ~LAtEMENT AND PARTIAL HV AC
RENOVATION OF'~:,_YRoN CARLYLE tHEATRE
QUOTA1'.IOliNC>. V A-QT02-001
Pro.....~~e 3 013
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PARTIAL ROOF REPLACEMENT AND PARTIAL HV AC
RENOVATION OF THE BYRON CARLYLE THEATRE
QUOTATION NO. V A-QT02-001
qIECK I.IST
To ensure that your quotation is submitted in conformance with the Contract Documents, please
verify that the following items have been completed and submitted as required.
X Original and one copy or bid (including aU submittal information)
General Conditions Section 1.1
Special Conditions Section 2.31
X Execution of Quote
General Conditions Section 1.2
EquivalentslEqual Product
General Condition Section 1.10
Special Conditions Section 2.33
Insurance and Indemnification (including Insurance Checklist)
X General Condition Section 1.34
Special Conditions Section 2.8
BidlPerformance Bond
X General Condition Section 1.34
Special Conditions Section 2.12
X Warranty
Special Conditions Section 2.16
Product/Catalog Information
Special Conditions Section 2.17
X References
Special Conditions Page 27
X Bidder Qualifications
Special Conditions Section 2.21
Exceptions to Specifications
Special Conditions Section 2.30
X Contractor's Questionnaire
(page 28)
QUOTE NO: V A-QT02-OO1
DATE: 12/4101
CITY OF MIAMI BEACH
27
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PARTIAL ROOF REPLACEMENT AND PARTIAL HV AC
RENOVATION OF THE BYRON CARLYLE THEATRE
QUOTATION NO. V A-QT02-001
CUSTOMER REFERENCE LISTING
Contractor's shall furnish the names, addresses, and telephone numbers of a minimum offour (4) finns
or government organizations for which the Contractor is currently furnishing or has furnished, similar
servtces.
1)
Company Name
!Vvdl .c,~/u /4,Nh/
,
J/~() AlId 95 sf, MI#m/'
Address
Contact Person/Contract Amount ~vi's /" ~ ~ ~ SlJ4 IJcl2J6 -
.-
Telephone Number a I)S' If' 3.5 - 6 I?' /J
2) Company Name K;,nd:J// m~~~/ &n/~
Address / / ;; db) S' a/ -?,,~.s/ # / .J~ / ~
Contact Person/Contract Amount .A4,){, d~ iJIi' ?CJ4 d~iJ, -
,
Telephone Number
70 y - J'/J, , ),J"/ ')
3) Company Name ;t;t/~.23 t/ret/t/ :/'" ~.;~
Address /fl'tJl c5"V /31 ~v..e(, /14/#..+1'-
Contact Person/Contract Amount 23n6 h Gf/ ~ </y.:l.. ~ CJ ~ -
Telephone Number 3tJ..5: - ~ S9;, ,;}:3 3,
4) Company Name e, ~ t/ ~1fI.--4d
Address 6-~ / G' , JViI 4U~.
Contact Person/Contract Amount JtJTJ''' ~ rd~tl J1cld -# 6 e?l? dCl#, --
Telephone Number 8a~- ~ F /'.... ;J ~ .:;;)-1/
QUOTE NO: V A-QT02-001
DATE: 1214101
CITY OF MIAMI BEACH
28
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CONTRACTOR'S OUESTlONNAIJlE
NOTE:
Information supplied in response to this questionnaire is subject to verification.
Inaccurate or incomplete answen may be grounds for disqualification from
award of this bid.
Submitted to The Mayor and City Commission of the City of Miami Beach, Florida:
By A~t/n?A-~ ~r~ -.Cv& /n 1/'
PrincipalOffice ~tJt) StV :2 /i/7R. F7 ~~..~#/ PI $:.3,12..;
.
How many years haS your organization been in business as a General Contractor under your present
business name? / t1 )I'~'
Does your organization have current occupational licenses entitling it to do the work contemplated in
this Contract? V 4J .
f
State of Florida occupational license . state type and number:
c; c. ~ t:1 s-tP .. "If IJ /
~k .k/1,/
S"~ ~ ,L/ t: .
Dade County certificate of competency - state type and number:
City of Miami Beach occupational license - state type and number:
Include copies of above licenses and certificates with proposal.
How many years experience in similar work has your organization had?
(A) As a General Contractor "2,.. 9 Y p.
(B) As a Sub.Contractor -
(C) What contracts has your organization completed?
er/
tl6~ -</P sl'.
Have you ever had a contract terminated (as prime contractor or sub-contractor, under existing
company name or another company name) due to failure to comply with contractual
specifications? N 0
If so, where and why?
Has any officer or partner of your organization ever failed to complete a construction contract
handled in his own name?
Alv
QUOTE NO: V A-QT01-OO1
DATE: 1214101
crrv OF MIAMI BEACH
29
. \. l I
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If so, state name of individual, name of owner, and reason thereof -
In what other lines of business are you financially interested or engaged? A/ 0 11 G-.
Give references as to experience, ability, and financial standing
What equipment do you own that is available for the proj>osed work and ~located?
.4// e:~t/~>n~r >>~&ot!'J,.t!'~~ P t:.-hH~~-I'-/ 7'-A~ /r~
What Bank or Banks have you arranged to do business with during the course of the Contract should
it be awarded to you? -;t:;'-l/ 2I1?/~ .44-~~#/ ~~
Please list the names and addresses of the subcontractors to be used for the portions of the work
listed below.
Cold 1#oni ~I- ~~;;{~/ft
'/ tf' CJ /f/ E ~.2 ~,/.
~I'k,,/ ~/C. ,?/ .5~.33Y
I ~o/above answers are true and correct.
(SEAL)
(SEAL)
QUOTE NO: V A-QT02..oo1
DATE: 12/4/01
CITY OF MIAMI BEACH
30
" .
~
-""'"\
AGREEMENT
THIS AGREEMENT made this ~7 day of-2J"a"'~ 20~ A.D. between the
CITY OF MIAMI BEACH, a Florida municipal corporation, hereinafter called the City,
which term shall include its successors and assigns, party of the one part, and
LAoUN It>>h~ {;(,I$ J r"e: .
,
tJo~ ~.W. ~/ ~.
,t:""~ u.v~/)4.U ~ ;:=1.. 33.51 '2-
,
hereinafter called the Contractor, which term shall include its heirs, successors and assigns, party of
the other part.
WITNESSEm that the said Contractor for the consideration and compensation herein agreed to be
paid and the said City in consideration of the construction of improvements to be done by said
Contractor and designated" PARTIAL ROOF REPLACEMENT AND PARTIAL BVAC
RENOVATION OF THE BYRON CARLYLE THEATRE .. by said City, do hereby mutually
agree as follows:
1. This Agreement shall extend to and be obligatory upon said City, its successors and assigns,
and upon said Contractor and its heirs, successors and assigns. Neither this Agreement nor
any part thereof nor any part of the Work herein contemplated, shall be assigned or sublet,
nor shall any sums of money provided to be paid to said Contractor be assigned by said
Contractor to anyone without the consent of the City Commission of said City evidenced by
its resolution.
2. The foregoing pages of this booklet, including the Notice to Contractors, the Proposal, and
the Contract Documents and such alterations as may be made in said Plans and Specifications
as therein provided for, are hereby referred to and made a part of this Agreement and the
terms and conditions set forth therein, except when in direct conflict with this written
Contract, are as much a part hereof as if copied herein. If conflicts exist between them and
this written instrument, only that part of the matter in direct conflict herewith shall not be
construed to be a part hereof
3. The Contractor shall commence work within seven (7) days of the Notice to Proceed and
shall construct and complete in a good and workmanlike manner the materials herein referred
to, strictly in accord herewith the following:
3.1 The Contractor shall be Substantially Completed with the Work within ninrty (90
calendar days after the date when the Contract Time commences to run as provided
in paragraph 2.3 of the General Conditions, and completed and ready for final
payment in accordance with paragraph 14.13 of the General Conditions within one-
hundred-twenty (120) calendar days after the date when the Contract Time
commences to run.
QUOTE NO: V A-QT01-OO1
DATE: 12/4101
CITY OF MIAMI BEACH
31
.
. .
"......
,..-",
3.2 Damages - City and Contractor recognize that the City will suffer direct financial loss
if Work is not completed within the Contract times specified in paragraph 3.1 above
(or alternate bid item No.1, ifawarded by City) plus any extensions thereof allowed
in accordance with Article 12 of the General Conditions. They also recognize the
delays, expense and difficulties involved in proving in a legal or arbitration proceeding
the actual loss suffered by Owner if the Work is not completed on time, and therefore
time is of the essence. Accordingly, instead of requiring any such proof Contractor
agrees to forfeit and pay Owner as liquidated damages for delay (but not as a
penalty) the amount of Two Hundred DoRan (5200.00) for each talendar day that
expires after the Contract Time specified in paragraph 3.1 for Substantial
Completion until the Work is substantially complete. After Substantial Completion if
Contractor shall neglect, refuse, or fail to complete the remaining Work within the
Contract Time, Contractor shall pay Owner Two Hundred DoDan (5200.00) for
each calendar day that expires after the time specified in Paragraph 3.1 for
completion and readiness for final payment. These amounts represent a
reasonable estimate of Owner's expenses for extended delays and for inspection,
engineering services and administrative costs associated with such delay.
4. In such construction said Contractor shall furnish all implements, machinery, equipment,
transportation, tools, materials, supplies labor, and other things necessary to the execution
and completion of the Work, nothing being required of the City except that it may, at its
expense, supervise such construction and enter upon and inspect the same at all reasonable
times.
5. If any dispute arises between the City and said Contractor with reference to the meaning or
requirements of any part of this Contract and they cannot agree, the more stringent
requirements shall govern as determined by the City.
6. If the Contractor shall complete the construction herein contemplated in a good and
workmanlike manner within the time herein specified and in accord herewith, the said City
shall pay to the Contractor the contract sum in accordance with the Conditions of the
Contract. The City, by allowing Contractor to continue with said construction after the time
for its completion hereinbefore stated shall not deprive City of the right to exercise any option
in this Agreement contained nor shall it operate to alter any other term of this Agreement.
7. The Contractor shall file with the Procurement Director of said City of Miami Beach a
Performance and Labor and Material Payment Bond, each in the amount of 100 percent of
Contract Amount, in the form as set forth herein or as otherwise approved by the City of
Miami Beach City Attorney and shall be executed by said Contractor and Surety Agent
authorized to do business in the State of Florida.
8. The Contractor shall file Insurance Certificates, as required, and they must be signed by a
QUOTE NO: V A-QT02-001
DATE: 1214101
CITY OF MIAMI BEACH
32
. .
l 'I I
"....,~
Registered Insurauce Agent licensed in the State of Flori\._ and approved by the City of
Miami Beach Risk Manager.
9.
All documents shall be executed satisfactorily to said City and until Bonds and Insurance
Certificates have been filed and approved, this Contract Agreement shall not be effective.
10.
Owner shall pay Contractor for performance of the Work in accordance with the Contract
Documents in current funds at the lump sum or unit prices presented in the Bid Proposal,
attached to this Agreement. The parties expressly agree that the Contract Price is a stipulated
sum except with regard to the items in the Bid which are subject to unit prices.
Contract Price:
$ 291./-040. ~
11. The Contract Documents which comprise the entire Agreement between City and Contractor
are attached to this Agreement and made a part hereof
The Contract Documents may only be amended, modified or supplemented as provided in the
General Conditions.
IN WITNESS WHEREOF the said City has caused this Agreement to be signed by the Mayor of
the City of Miami Beach, Florida and its corporate seal to be affixed, attested by the City Clerk of the
City of Miami Beach and the said Contractor has caused this Agreement to be signed it its name.
~x&~rate Officer)
BEACH
~AuJ~ ::~..aff(SEAL)
Contra 0
?("~duJ
Title
ATTEST:
APPROVED AS TO
FORM & LANGUAGE
. FOR EXECUTION
~d~~
~~O).-
~
QUOTE NO: V A-QT01-OO1
DATE: 1214101
CITY OF MIAMI BEACH
33
<< } PERFORMANCE BOND
(This bond meets and exceeds the requirements of Florida Statutes Section 255.05)
STATE OF FLORIDA )
58
COUNTY OF )
BOND #1039575
KNOW ALL MEN BY THESE PRESENTS that we, Launar Roofing South. Inc.
as Principal, hereinafter called Contractor, and
XL Specialty Insurance Company as Surety, are firmly bound un'R-.!h~
Beach, Florida, as Obligee, hereinafter called the City, in the Penal sum of~ ~OO
Dollars ($ 282,348.00 ), for the payment of which sum well and truly to be made, we bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, finnly by
these presents.
WHEREAS, Contractor, on the _ day of , 20--, entered into a
certain contract with the City, hereto attached, for V A-QT02-001, Entitled, " PARTIAL ROOF
REPLACEMENT AND PARTIAL HVAC RENOVATION OF THE BYRON CARLYLE
THEATRE" which Contract is made a part hereofby reference thereto.
...
NOW, THEREFORE, THE CONDmON OF THIS OBLIGATION IS SUCH, that, if
the Contractor shall well and truly perform and fulfill all the undertakings, covenants, terms,
conditions and agreements of said CQntract, and all duly authorized modifications of said Contract
that may hereafter be made, notice of which modifications to the Surety being hereby waived, then
this obligation shall be void; otherwise to remain in full force and effect.
WHENEVER the Principal shall be and is declared by the City to be in default under the
Contract, or whenever the Contract has been terminated by default of the Contractor, the City having
performed the City's obligations thereunder, the Surety shall:
1. Complete the Contract in accordance with its terms and conditions, or at the City's
sole option.
2. Obtain a Bid or Bids for submission to the City for completing the Contract in
accordance with its terms and conditions, and upon determination by the City and the
Surety of the lowest responsible Bidder, arrange for a Contract between such Bidder
and the City, and make available as Work progresses (even though there should be a
default or a succession of defaults under the Contract or Contracts of completion
arranged under this paragraph) sufficient funds to pay the cost of completion less the
balance of the Contract price; but not exceeding, including other costs and damages
for which the Surety may be liable hereunder, the amount set forth in the first
paragraph hereof. The term "balance of the Contract price" as used in this paragraph,
shall mean the total amount payable by the City to the Contractor under the Contract
and any amendments thereto, less the amount properly paid by the City to the
Contractor.
QUOTE NO: VA-QT02-001
DATE: 12/4101
CITY OF MIAMI BEACH
34
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(' " No right of action shall accrue on this Bond to or for the use of aity person or corporation
other than the City named herein or the successors or assignees thereo~ !,~
The Surety shall and does hereby agree to indemnifY the City and hold it harmless of: from and
against any and all liability, loss, cost, damage or expense, including reasonable attorneys fees,
engineering and architectural fees or other professional services which the City may incur or which
may accrue or be imposed upon it by reason of any negligence, default, act and/or omission on the
part of the Contractor, any Subcontractor and Contractor's or Subcontractors agents, servants and/or
employees, in, about or on account of the Construction of the work and performance of said Contract
by the Contractor.
This Bond shall remain in full force and effect for such period or periods of time after the date
of acceptance of the project by the City as are provided for in the Contract Documents, and the
Contractor hereby guarantees to repair or replace for the said periods all work performed and
materials and equipment furnished, which were not performed or furnished according to the terms of
the Contract Documents. If no specific periods of warranty are stated in the Contract Documents for
any particular item of work, material or equipment, the Contractor hereby guarantees the same for a
minimum period of one (1) year from the date of final acceptance by the City of the entire project.
Any suit on this bond must be instituted within such period or periods as may be provided by
law.
QUOTE NO: V A-QT02-OO1
DATE: 12/4101
CITY OF MIAMI BEACH
35
l"
;
4;
""
IN WITNESS WHEREOF, the above bounded parties have caused this~ond to be executed by their
appropriate officials of the 7th day of J~~v .20 02
WITNESS: PRINCIPAL:
(If sole Proprietor or partnership)
(Firm Name)
BY
Title: (Sole Proprietor or Partner)
PRINCIPAL (If Corpontion)
Laumar Roofing South, Inc.
(Corpq e Name)
-
~ ~~, -
;?-
. ent)
A_:~~
..:..- ----~-
/-
(CORPORATE SEAL)
COUNTERSIGNED BY
RESIDENT FLORIDA
~~~~ '83
SURETY:
of Agent's current
cense as issued by State
of Florida Insurance
Commissioner
XL Specialty Insurance Company
By:
Attorney-in-fact Burton Harris
(power of Attorney must be attached)
QUOTE NO: V A-QT02-OO1
DATE: 1214101
CITY OF MIAMI BEACH
36
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:!'
CERTIFICATES AS TO CORPORATE PRINCIPAL
'\ t,"!
I, LA,,) R II ~ ~ z- , certify that I am the Secretary of the Corporation named as Principal
in the foregoing bond; that .J t>5l'./' 734 L '-" who signed the said bond on behalf of the Principal,
was then ~ ('~ cf..~ ;( of said Corporation; that I know his signature, and his signature
hereto is genuine; and that said bond was duly signed, sealed, and attested for and in behalf of said
Corporation by authority of its governing body.
>L,,~~ Corporate
y~ .. Seal
-
,_.' '---
.::::.. ",",- - -
.'...... ~ ~'-'
..: --. - ",-' :::
../
STATE OF FLORIDA)
IS
COUNTY OF )
Before me, a Notary Public, duly commissioned, qualified and acting, personally appeared
Burton Harris to me well known, who being by me first duly sworn upon oath, says that
he is the Attorney-in-Fact, for the XL Specialty Insurance Co. and that he has been authorized by
XL Specialty Insurance Co. to execute the foregoing bond on behalf of the. Contractor named
therein in favor of the City of Miami Beach, Florida.
Subscribed and sworn before me this 7th day of January, 20 ~ AD.
(Attach Power of Attorney)
~~
,
/L- 6~
Notary Public
State of Florida- at-Large
My Commission Expires:
BARBARA K. BATES
Notary Public, State of Florida
My comm. expo Aug. 29, 2005
Comm. No. DD 04mO
QUOTE NO: V A-QT02-OO1
DATE: 12/4101
CITY OF MIAMI BEACH
37
.-
y
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LABOR AND MATERIAL PAYMENT BOlm
(SECTION 255.05, FLA. STAT.) . ,os BOND #1039575
"'~;-
.
.'
BY THIS BOND, We, Launar Roofing South, Inc. ,as Princip~ and
XL Specialty Insurance Co. as corporation, as Surety, are bound to the City of Miami Beach,
Florida, as obligee, herein called City, in the sum ofS 282,348.00 for the payment of
which we bind ourselves, our heirs, personal representatives, successors and assigns, jointly and severally.
THE CONDmON OF THIS BOND is that if Principal:
Promptly makes payments to all claimants, as defined in Section 255.05 (1), Fla. Stat., supplying
Principal with labor, materials, or supplies, used directly or indirectly by Principal in the prosecution
of the work provided for in the contract; and
Pays City all losses, damages, expenses, costs, and attorney's fees, including appellate proceedings,
that the City sustains in enforcement of this bond.
Performs the guarantee of all labor and materials furnished under the contract for the time specified
in the contract, then this bond is void, otherwise it remains in full force.
Any changes in or under the contract documents and compliance or noncompliance with any
formalities connected with the contract or the changes does not affect Surety's obligation under this
bond.
The provisions of Section 255.05, Fla. Stat., are specifically adopted by reference and made a part
hereof for the purposes specified therein.
The contract dated
by reference.
between the City and Principal is made a part of this Bond
Claimants are advised that Section 255.05, Fla. Stat., contains notice and time limitation provisions
which must be strictly complied with.
QUOTE NO: V A-QT02-OO1
DATE: 1214101
crrv OF MIAMI BEACH
38
. .
-t/~' IN WITNESS WHEREOF, the above bounded parties have caused this Bond to be executed by
., their appropriate officials of the 7th day of January
20 02.
WITNESS:
PRINCIPAL:
(If sole Proprietor or partnership)
(Firm Name)
BY
TItle: (Sole Proprietor or Partner)
PRINCIPAL (If Corporation)
Laumar Roofing South, Inc.
(Co te Name)
BY
A_:~~~ -/
(retary) 15
(CORPORATE SEAL)
COUNTERSIGNED BY
RESIDE RlDA
AGE
Bur
SURElY:
XL Specialty Insurance Company
( of Agent s current
~cense as issued by State
orFlorida Insurance
Commissioner
By:
Attorney-in-fact Burton Harris
(power of Attorney must be attached)
CERTIFICATES AS TO CORPORATE PRINCIPAL
QUOTE NO: V A-QT02-001
DATE: 1214101
CITY OF MIAMI BEACH
39
" ---
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---.......
-- . - ".--
~
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,.-,
-
THE CITY OF MIAMI BEACH
PROPERTY MANAGEMENT
1245 MICHIGAN AVENUE
MIAMI BEACH, FLORIDA 33139
Phone: (305) 673-7630 Fax: (305) 673-4168
QUOTATION NO. V A-QT02-odl
ADDENDUM NO.1
DECEMBER 10, 2001
Partial Roof replacement and Partial HVAC renovation of the Byron CtWyle
Theatre is amended as follows:
1- The foUowing are answen to questions from the Pre- Bid Conference!
Visit at the Byron Carlyle Theatre
1. Q. Will the neon lights remain in use?
A. The remaining of the neon lights installation located in Roof "F"
is going to be removed by Property Management Division.
2. Q. Will the parapet walls be covered with metal?
A. No. A coping cap shaD be instaUed on aD parapet waDs. The space
between the coping cap and the counter flashing shall be damp
proofed as specified.
3. Q. Who is responsible for the permit for the crane and set up areas?
A. The Cootracton are responsible for any permit needed to perform
the work required on this project.
4. Q. How is the composition of each roof?
A. Roof A = Iso over concrete
Roof B = LWC over steel
Roof C = Iso over concrete
Roof D = Iso over concrete
Roof F = Iso over concrete
Roof G = Iso over concrete
Roof H = LWC over steel
1
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QUOTATION NO. V A-QT02-001
ADDENDUM NO.1
Page 2
fl- The fonowing are clarifications to BV AC questions from the Pre- Bid
Conference! Visit at the Byron Carlyle Theatre
- Under General Notes, paragraph 2, of the HV AC specs, it is stated that
"All required heat load calculations and mechanical plans shall be provided by
Contractor"
- There is a second item that should be noted. On the East roof pit, the Hupp
15 ton condensing unit and its corresponding Carrier 15 ton air handler unit
shall be replaced.
- All HV AC support steel frames shall be replaced in the East and Center
sections of the roofat the time of this project.
The bidder must acknowledge receipt of this amendment, as well as receipt of all
amendments, on the proposal page.
Thank you,
Viviana Alemany
Construction Manager
?
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-
THE CITY OF MIAMI BEACH
PROPERTY MANAGEMENT
1245 MICHIGAN AVENUE
MIAMI BEACH. FLORIDA 33139
Phone: (305) 673-7630 Fax: (305) 673-4168
~.~
QUOTATION NO. V A-QT02-001
ADDENDUM NO.2
DECEMBER 11, 2001
Ptu1ial Roof replacement and Ptu1ial HVAC renovation of the Byron Carlyle
Theatre is amenoed as follows:
1- Listed below are questions and answen to prospective bidden' inquiries:
I. Q. Under Section IT of Addendum No.1, first paragraph, it is stated, "All
required heat load calculations and mechanical plans shall be provided by
Contractor."
Is the City aware that a consulting engineer would have to be hired in
order to provide these calculations? Estimated cost for these items could be
$5,000- $8,000.
A. The City will not provide heat load calculations or mechanical
plans. The Contractor is responsible as stated before.
2. Q. In the specifications provided, under General Notes, Item 2, it says that
some units "may" need to be replaced with higher capacities. Who and
when is the decision going to be made regarding which units will have to be
upgraded. etc. Obviously, this affects the cost significantly.
A. The decision will be based solely on the heat load calculations
results as to the size of the equipment.
3. Q. The data on the nameplates of the exhaust fans is illegible. The City
needs to provide exact specifications for the exhaust fans that are to be
replaced. There are potentially undesirable consequences when mis-sizing
exhaust fans regarding positive or negative building pressures.
A. The City has no information on the existing exhaust fans. Our
current requirement is to replace existing fans with equal.
1
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QUOTATION NO. VA-QT02-001
ADDENDUM NO.2
Page 2
4. Q. It is our feeling that some of the contractors may have missed the
interior airhandling unit that is schedule to be replaced. In the interest of a
"level playing field," would it be possible for the City to provide a
quantitative listing of all units to be replaced?
A. On page one (1) of the HVAC specifications there is a list of
equipments to be replaced.
H a need exist to see the equipment, please contact Viviana Alemany
at property Management phone (305)673-7630 .
fi- Replace Proposal page 1 and 2 of 2 and add page 3 with the amended
copy
The bidder must acknowledge receipt of this amendment, as well as receipt of all
amendments, on the proposal page.
\JU
Viviana Alemany
Construction Manager
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.]_n-16-02 11 ~ 49A Laumar ~_o_~"ing S.o._u._1:..h... Inc_
"",'UO/V6 .aU&:t ....... ........ ..."'.. _.....- __
P.02
Memo
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-1421 F"" l.A
W.&__ /'1. J.fJJI
(9S4) 21 '141019
(8tIO) 8J1-2Rt1'
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To:
JONe Ba.'"Z
Subject: Warranty City of Miami Beacb
BymIl Carslyle Theater
From: Ricardo Moncada
~;
'Mr. Bacz..
To Mnfirm our conver!C8tion about the warranty faT the rc roofing project ofthc Byron CllBlyle
theater at the city of Miami Beac:h. nnce the project has been completed TRUIW will provide to the
c;1Y of Miami Beach the warranty and the servi~ mentioned in the specification.( 20 years
warranty with preventive maintenance SC1'VJ" agreement)
If there II'OJ' 11Y questions please lel me
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WI:iltborptoO&llt Sytilc.... Fell'Roof1t. F'nD1'lI. W..... 1\ t'arkiDR G'"'II",
..........,..........................,...................................................................... CERTIRCATE IS ISSUED AS A MATTER INFORMATION
PRODUCER THIS OF
FRANK H FURMAN INC ONLY AND CONFERS NO RIGHTS UPON THE CERTlRCATE
. , . HOLDER. THIS CERTlRCATE DOES NOT AMEND, EXTEND OR
FRANK H . FURMAN #AO 9 14 2 5 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
P . 0 . BOX 1 9 2 7 COMPANIES AFFORDING COVERAGE
POMPANO BEACH , FL 3 3 0 6 1 COMPANY
A F C C I INSURANCE CO
IN8URED COMPANY
LAUMAR ROOFING SOUTH INC B
COMPANY
P 0 BOX 1 0 0 6 C
FT LAUDERDALE FL 3 3 3 G2 COMPANY
I D
::QGYIMQglll::11::r::I:rmI1:::r::rrrrrr:::::r::::::11m:mm1::rmI:~:rmI:::rrlrmml~:lrr:WI::I::::I::~:II::m:::m::rm~r:r:~rr::rm::rl:m::::rmr:lr:I:lI:::Imr:Immmmr:rm::::::rr:::rmr::mmmmmmmmmmr:r::rl1I:I:lI::::rr:r:::::::rr::::I:~::::rmrI::mmm:r
THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POlICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDmON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO All THE TERMS,
EXCLUSIONS AND CONDmONS OF SUCH POUCIES. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO TYPE OF IN8URANCE POUCY NUMBER POLICY EFFECTIVE POUCY EXPIRATION ...ITS
LTR DATE (lll1IIDDIYY) DATE (MMIDDIYY)
GENERAL LIA8UTY GENERAL AGGREGATE $
r---
COMMERCIAL GENERAL UABILITY PRODUCTS . COMPIOP AGG $
1/ I CLAIMS MADE D OCCUR PERSONAL & NN INJURY $
OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE $
-
FIRE DAMAGE (Any one IN) $
~
MED EXP (Any one ~) $
AUTOMOBILE LIA8UTY
r--- COMBINED SINGLE UMIT $
r-- ANY AUTO
ALL OWNED AUTOS BODILY INJURY
- $
SCHEDULED AUTOS (Pet' ~)
-
- HIRED AUTOS BODA. Y INJURY
NON-OWNED AUTOS (Pet' 1lOCIdenl) $
-
- PROPERTY DAMAGE $
~GE LIA8UTY AUTO ONLY . EA ACCIDENT $
ANY AUTO OTHER THAN AUTO ONLY: ........................................
-
- EACH ACCIDENT $
AGGREGATE $
EXCESS LIA8UTY EACH OCCURRENCE $
R ~MBRaLA FORM AGGREGATE $
OTHER THAN UMBRaLA FORM $
~ WORKERS COMPENSATION AND 2 7 1 3 8 1 / 0 1 / 0 2 1 / 0 1 / 0 3 X I TORY \.NITS I I~W- Ii ..,.",
EMPLOYERS' UA8LITY 5 0 0 0 0 0
EL EACH ACCIDENT $ ,
THE PROPRIETORI R'NCL EL DlSEASE.POLICY UMIT $ 5 0 0 0 0 0
,
PARlNERSlEXECUTlVE 5 0 0 0 0 0
OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $ ,
OTtER
DESCRFnON OF 0PERA1ION8JLOCATION8IVEHICLE8ISPECIAL nDI8
PROJECT : BYRON CARLYLE THEATRE
FAX ( 3 0 5 ) 6 7 3 - 7 8 5 1
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SHOULD ANY OF THE ABOVE DE8CR1IED POLICE8 BE CANCELLED BEFORE TtE
CITY OF MIAMI BEACH EXPIRATION DATE TtEREOF, TtE ISSUING COMPANY WLL ENDEAVOR TO IIAIL
ATTN : RI SK MANAGEMENT JJL DAYS WRITTEN NOTICE TO TtE CER11FICATE HOLDER NAIlED TO TtE LEFT,
1 7 0 0 CONVENTION CENTER DR BUT FALURE TO MAL SUCH NOTICE SHALL "POSE NO OIILIGATION OR LIA8LITY
MIAMI BEACH FL 3 3 13 9 OF ANY KIND UPON TtE COMPANY, ITS AGENTS OR REPRESEN1'A1IVES.
AUTHOR7~'~ b
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ACORD. CERTIFICATE OF LIABILITY INSURANC~~~~ C~ DATE (MMlDDIYY)
01/02102
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Xnsurance Solutions & Services HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
720 King Georges Post Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Fords NJ 08863
Phone: 732-738-6080 Fax:732-738-6081 INSURERS AFFORDING COVERAGE
INSURED INSURER A:. united States Fire Xns. CO.
INSURER B: Crum && Forster Xnsurance Co.
Laumar Roofing South, Xnc. INSURER C:
PO Box 1006 INSURER D:
Ft. Lauderdale l"L 33302
I INSURER E:
COVERAGES
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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
I~f~ TYPE OF INSURANCE POLICY NUMBER b~'rE /MMlDDIVYl Pd'kTECMMlDDlVYI UMITS
GENERAL LIABILITY EACH OCCURRENCE $1,000,000
-
A X COMMERCIAL GENERAL LIABILITY 5031867816 04/01/01 04/01/02 FIRE DAMAGE (Anyone fire) $ 300,000
I CLAIMS MADE ~ OCCUR MED EXP (Anyone pelSOO) $15,000
PERSONAl.. & ADV INJURY $1,000,000
GENERAl.. AGGREGATE $2,000,000
GEN'l AGGREGATE LIMIT APPLIES PER: PRODUCTS. COMPIOP AGG $1,000,000
Xl POLICY n ~~& n LOC
AUTOMOBILE UABIUTY COMBINED SINGLE LIMIT
- $1,000,000
A X ANY AUTO 1336641444 04/01/01 04/01/02 (Ea accident)
-
ALL OWNED AUTOS BOOIL Y INJURY
- $
SCHEDULED AUTOS (Per person)
-
HIRED AUTOS BODILY INJURY
- $
NON-0WNED AUTOS (Per accident)
-
PROPERTY DAMAGE $
(Per accident)
GARAGE L1ABlUTY AUTO ONLY - EA ACCIDENT $
=1 ANY AUTO OTHER THAN EAACC $
AUTO ONLY: AGG $
EXCESS LIABIUTY EACH OCCURRENCE $4,000,000
B ~ OCCUR D CLAIMS MADE 553081467 04/01/01 04/01102 AGGREGATE $ 8,000,000
$
~ DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSATION AND I TORY L1MrTS I IUER'"
EMPLOYERS' L1ABIUTY E.L. EACH ACCIDENT $
E.L. DISEASE - EA EMPLOYEE $
E.L. DISEASE - POLICY LIMIT $
OTHER
A Xnst. l"loater 321078783 04/01/01 04/01/02 On Site $150,000
Xn Trans. $25,000
DESCRIPTION OF OPERATlONSlLOCATlONSNEHICLESlEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS
Re: Byron Carlyle Theatre
CERTIFICATE HOLDER I N I ADDITIONAL INSURED; INSURER LEl1'ER: CANCELLATION
LAUS259 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ..1L DAYS WRITTEN
NOTICE TO THE CERTIRCATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO so SHALL
City of Miami Beach IMPOSE NO OBLIGATION OR UABILlTY OF ANY KIND UPON THE INSURER,ITS AGENTS OR
Risk Management
1700 Convention Center Drive REPRESENTATIVES. AI ~
Miami Beach l"L 33139 AUTHORIZED REPRESENTATIVE "L~~J L'
I Frank G. Jacobs 7~ur
ACORD 25-S (7/97) ",. ~ACORD CORPORATION 1988
FLORIDA DEPARTMENT OF INSllRANCE
BURTON VICTOR HARRIS
License Nurnbef..A111883
IS LICENSED TO ~1'HE
FOlLOWlNGC~~E
General Lines (Prop & Cas)
Ins Co EmpAdj - Prop & Cas
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This licensee must h_ an aclNe appointment with the insurer or em~ for
wIlich pmducls or services are being maflcellod. See _ for additional
requirements.
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BYRON-CARLYLE THEATER
PARTIAL HV AC RENOVATIONS
Scope of work
Contractor shall remove all existing units located on the East and Center sections of the roof at
the Byron-Carlyle Theater. All existing support steel in the above mentioned sections shall be
removed.
Contractor shall furnish and install new units and exhaust fans, support steel frames, supply and
return canvas connections, electrical, plumbing, controls, engineering drawings and permits
necessary to successfully complete the work. Contractor shall verify that new units meet Building
Code and ASHRAE requirements, as well as any other applicable codes. All work shall be done in
accordance with existing industry standards of workmanship.
Units specifications
New units shall be Trane or Carrier and shall be of equal cooling capacity and voltage as existing
units. AllIS and 20 tons units shall have two refrigerant circuits.
Units shall be installed in a manner which will provide access for service. Units shall be supplied
with filter racks. Units not directly attached to a roof curb shall be provided with vibration
isolators (springs).
The following is a list of air conditioning units to be replaced:
East s~ion (Section Al
Equipment type
Self contained, air cooled
Self contained, air cooled
Self contained, air cooled
Condensing unit, air cooled
Air handler
Manufadurer
n1a
n1a
n1a
Hupp
Carrier
Center secti~.., ($eerion <;l
Equipment type
Self contained, air cooled
Manufacturer
Snyder General
Model Dumber
nla
n/a
nla
155-FACS VA
nla
Model Number
nla
Emaust fans
Approximate size
20 tons
20 tons
3 tons
15 tons
15 tons
Approximate size
20 tons
All exhaust fans on roof sections A, B, C, and 0 shall be replaced by Contractor.
Support steel frames.
All frames shall be constructed with galvanized steel. All welded joints shall be protected from
corrosion. Height and wind loads on steel frames shall meet Building Code requirements.
Mechanical and roofing contractors shall coordinate the work of installing and securing steel
frame to roof deck.
Duct work canvas conDecton
All existing interior duct work shall remain. New units shall be provided with canvas connectors
to attach units to existing duct work. All necessary duct work shall be done by Contractor.
Electrical
Units shall be provided with new electrical disconnects. All electrical work shall be done by
Contractor
Plumbing
All units shall be provided with condensate drain lines. Condensate drain lines shall be properly
secured. All plumbing work shall be done by Contractor.
Controls
Contractor shall supply and install all thermostats and operating controls necessary to successfully
complete the work. All thermostats shall be programmable. All duct smoke and fire detectors shall
be furnished and installed by Contractor.
General Notes
1. Not all existing units will be replaced during this phase of the project. Contractor shall verify
the number and location of units to be replaced. A roof layout showing the location of all units to
be removed and units to be replaced is attached to these set of specifications for reference.
2. Due to changes in outdoor fresh air requirements, it may be necessary to replace existing units
with units of larger cooling capacities. All required heat load calculations and mechanical plans
shall be provided by Contractor.
3. All. specifications on new units shall be submitted to the Property Management Division for
review and approval.
4. A set of as-built mechanical drawings shall be submitted to the Property Management Division
upon completion of the work.
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SPECIFICA nONS FOR:
PARTIAL ROOF REPLACEMENT OF
THE BYRON CARLYLE THEATRE
20-YEAR ROOFING SYSTEM WARRANTY
City of Miami Beach
500 71 Street
Miami Beach, FI33141
SUBMIT QUOTATION TO:
VIVIANA ALEMANY
CONSTRUCTION MANAGER
PROPERTY MANAGEMENT DIVISION
Specifications by:
City of Miami Beach
Property Management Division
1245 Michigan Avenue
Miami Beach, FL 33139
Phone(305) 673-7630 Fax (305)673-7963
PART I - GENERAL
1.01 RELATED DOCUMENTS
A. The attached are components of this section:
1. General Conditions.
2. Bid Form.
3. Statement of Roofing Material Manufacturers Qualifications.
4. Pre-final inspection checklist for Contractor.
5. Change order form.
1.02 SCOPE OF WORK
A. Furnish and install specified roofing and related components to the Byron-Carfyle
Theater at the City of Miami Beach, totaling approximately 11 ,492 sq. ft.
B. Work includes:
1. Damp proofing. .
2. Removal and replacement of designated roofing.
3. Removal and replacement of designated roofing and insulation.
4. Removal of Owner designated equipment and equipment supports.
5. Localized deck reattachment/repair/replacement.
. 6. Installation of the following:
a. Temporary roofing.
b. Tapered cellular concrete system.
(1) Slope of 1% (1/8 inch per running foot) minimum.
c. Mechanically fastened base sheet.
d. Rework existing drains.
e. Cold process built-up roofing system.
f. Application of high build aaylic polymer coating system.
g. New drains.
h. Specified flashings and accessories.
C. Roofing material manufacturer shall create and provide for Owner a PC based roof
information management program to document construction, condition, plan view
drawings, types of equipment, recommendations on actions required, and
maintenance/repair budgets.
D. Project meetings:
1. Pre-Bid Conference:
a. Will be held at place and time determined by owner.
b. Attendance:
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(1) Roofing material manufacturer/specifier
(2) Contractor
(3) Owner.
c. Agenda:
(1) Distribution of contract documents.
(2) Review of specification.
(3) Walkover inspection.
Pre-construction conference:
a. Will be scheduled by Owner within fifteen (15) days after notice of
award.
b. Attendance:
(1 ) Roofing material supplier/specifier
(2) Contractor
(3) Representative of Owner.
c. Agenda:
(1) Submittal of executed bonds.
(2) Payment terms.
(3) Execution of Owner-Contractor Agreement.
(4) Submittal of list of subcontractors, material submittal, and
progress schedule.
(5) Designation of responsible personnel.
(6) Walkover inspection.
(7) Submittal of insulation layout.
(8) Manufacturer shall review Customer Satisfaction Survey form with
Owner and Contractor to assure all parties are aware of the
project objective; Ensure project is completed to Owner's
satisfaction through a cooperative effort.
Progress meetings:
a. Will be scheduled by Owner as required.
b. Attendance:
(1) Roofing material manufacturer/specifier/ contractor.
(2) Job superintendent.
(3) Subcontractors, as appropriate.
(4) Owner.
c. Minimum agenda:
(1) Review of work progress.
(2) Field observations, problems, and decisions.
(3) Identification of problems which impede planned progress.
(4) Maintenance of progress schedule.
(5) Corrective measures to regain projected schedules.
(6) Planned progress during succeeding work period.
(7) Coordination of projected progress.
(8) Maintenance of quality and work standards.
(9) Effect of proposed changes on progress schedule and
coordination.
3.
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(10) Other business relating to work.
Final inspection:
a. Will be scheduled by roofing material manufacturer upon job
completion.
b. Attendance:
(1) Contractor.
(2) Roofing material manufacturer/specifier.
(3) Roofing material manufacturer/ technical service representative.
c. Minimum agenda:
(1 ) Walkover inspection.
(2) Identification of problems which may impede issuance of
warranty.
E. Random sampling:
1. Roofing material:
a. During course of work, Owner's Representative may secure samples
according to ASTM D 140-98 of materials being used from containers at
job site and submit them to an independent laboratory for comparison
to specified material.
b. Should test results prove that a material is not functionally equal to
specified material:
(1 ) Contractor shall pay for all testing.
(2) Roofing installed and found not to comply with the specifications
shall be removed and replaced at no change in the contract price.
2. Test reports - cellular concrete:
a. Prepare two (2) test cylinders from each day's placement according to
ASTM C 138-92(2000). Tap cylinders lightly when filling instead of
rodding.
b. Test cylinders according to ASTM C 495-99a, modified.
c. Record dates and times of preparation.
d. Store cylinders at place of business for submission to Owner upon
request.
e. Test hopper densities during placement hourly. Test densities at point
of placement at least twice daily.
f. Record hopper and placement densities. Submit density log to roofing
material supplier upon job completion.
F. Regulatory requirements:
1. SOUTH FLORIDA Building Code.
2. Metro Dade Approved Roof System.
3. ULClassified Fire Rating - UL 790.
a. Class A.
G. , Plans and specifications:
1. Contractor must notify Owner and specifier of any omissions, contradictions
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or conflicts seven (7) days before bid date. Owrie~ and specifier will provide
necessary corrections or additions to plans and speafications by addendum.
If Contractor does not so notify Owner and specifier of any such condition, it
will be assumed that the Contractor has included the necessary items in the
bid to complete this specification.
2. It is the intent that this be a completed project as far as the contract
documents set forth. It is not the intent that different phases of work on this
project be delegated to various trades and subcontractors by the contract
documents. Contractor must make own contracts with various
subcontractors, setting forth the work these subcontractors will be held
responsible for. Contractor alone will be held responsible by the owner for
the completed project.
3. If the Contractor feels a conflict exists between what is considered good
roofing practice and these specifications contractor shall state in writing all
objections prior to submitting quotations.
4. It is the Contractor's responsibility during the course of the work, to bring to
the attention of and notify the Owner's representative first verbally, then in
writing, of any defective membrane, insulation or deck discovered where not
previously identified.
1.04 REFERENCES
A. ARMA - Asphalt Roof Manufacturers Association, Calverton, MD.
B.
C. ASTM - American Society for Testing and Materials, West Conshohocken, PA.
D.
E. FM - Factory Mutual System, Norwood, MA.
F. NRCA - National Roofing Contractors Association, Chicago, IL.
G. SMACNA - Sheet Metal and Air Conditioning Contractors National Association,
Chantilly , VA.
H. UL - Underwriters Laboratories, Northbrook, ll..
1.05 SUBMITTALS
A. Submit prior to job-start:
1. Roofing System Manufacturer's Warranty:
a. Copy of warranty to be issued upon successful completion of roofing project
and final inspection.
2. UL Listing of Fire Resistance Rating:
a. Copy ofUL Listing for the specified roof system from the current UL Roofing
Materials and Systems Directory or from letters issued by UL to the
manufacturer.
6
3. Product compatibility:
a. Written verification from roofing material manufacturer that. major roofing
components, including (but not limited to) coatings, cold process adhesives;
roofing ply sheets; reinforcement fabric felts and mats; mastics; and sealants
are all compatible with each other.
4. Test reports:
a. Written verification from roofing material manufacturer that roofing system
meets or exceeds regulatory agency/s requirements.
5. Red label products:
a. Written verification from roofing material manufacturer that cold process
coatings are not flammable (red label).
6. Product data:
a. Product data sheets.
b. Material safety data sheets.
c. Samples of coatings, adhesives, and roofing ply sheets.
d. Shop drawings or samples of metal flashings, showing exact profile, lengths,
joints, terminations, and methods of attachment.
e. Shop drawing of tapered insulation or cellular concrete installation showing
planned slope, maximum height, and average "RII value.
1.06 DELIVERY, STORAGE AND HANDLING
A. Delivery of materials:
1. Deliver materials to job-site in new, dry, unopened, and well-marked
containers showing product and manufacturer's name.
2. Deliver materials in sufficient quantity to allow continuity of work.
3. Coordinate delivery with Owner.
B. Do not order project materials or start work before receiving Owner's written
approval.
C. Storage of materials:
1. Store roll goods on ends only. Discard rolls which have been flattened,
creased, or otherwise damaged. Place materials on pallets. Store roll goods
on level pallets. Do not stack pallets.
2. Store materials marked "KEEP FROM FREEZING" in areas where
temperatures will remain above 40aF (sac).
3. Store metal roof deck on pallets with one end elevated to provide drainage.
4. For insulation, remove plastic packaging shrouds. For felt rolls, slit the top of
the plastic shrink wrap only. Cover top and sides of all stored materials with
tarpaulin (not polyethylene). Secure tarpaulin.
5. Do not store materials in open or in contact with ground or roof surface.
6. Store all materials on a raised platform covered with secured canvas
tarpaulin (not polyethylene), top to bottom. Cover all materials when project
7
is not in progress and maintain the ability at all times to cover the materials
when required, such as during an unanticipated rain shower.
7. Contractor shall assume full responsibility for the protection and safekeeping
of products stored on premises.
D. Material handling:
1. Handle materials to avoid bending, tearing, or other damage during
transportation and installation.
2. Material handling equipment shall be selected and operated so as not to
damage existing construction or applied roofing. Do not operate or situate
material handling equipment in locations that will hinder smooth flow of
vehicular or pedestrian traffic.
1.07 SITE CONDITIONS
A. Field measurements and material quantities:
1. Contractor shall have SOLE responsibility for accuracy of all measurements,
estimates of.material quantities and sizes, and site conditions that will affect
work.
B. Existing conditions:
1. Building space directly under roof area covered by this specification will be
utilized by on-going operatiOns. Do not interrupt Owner operations unless
prior written approval is received from Owner.
. 2. Access to roof shall be from exterior only.
3. Move air-conditioning units and other equipment as required to install roofing
materials complete and in accordance with plans and specifications. When
units and equipment are to be moved, they shall be carefully disconnected
and removed to a protected area so as not to damage any part or component
thereof. Reconnect units in such a way that they are restored to a prior work
operating condition. Take appropriate measures to prevent dust, vapors,
gases or odors from entering the building during roof removal, replacement
or repair.
4. All disconnection and re-connection shall be performed by a mechanical
an/or electrical company licensed to perform such work.
C. Asbestos:
1. Owner and Contractor agree to exonerate, indemnify, defend, and hold
harmless roofing material manufacturer from and against all claims,
demands, lawsuits, damages, expenses and losses incurred by Contractor's
removal of asbestos-containing materials from Owner's building and work
site. Contractor must conduct its operations according to applicable
requirements including but not limited to those established by:
a. Occupation Safety and Health Administration (OSHA).
8
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b. Environmental Protection Agency (EPA).
c. Department of Transportation (DOT).
d. State or Local Air Pollution Control Authorities/Agencies.
e. State or Local Solid Waste or Hazardous Waste Authorities/Agencies.
f. State or Local Health Department( s).
g. State or Local Building Code Authorities.
h. Other federal, state or local agencies or authorities.
Contractor or Owner shall perform appropriate inspections, surveys and file
timely notifications to proper authorities prior to starting roof renovation or
demolition activities. Inspectors, project planners, project managers,
contractors and workers involved in the roof project shall have appropriate
training, licenses and registrations. Contractor and Owner shall be
responsible for determining and implementing regulatory compliance
activities, including but not limited to work practices, engineering controls,
personal protection, air monitoring, testing, hazard communication, material
handling, record retention, and arranging for waste disposallhandling.
Contractor must file a Uniform Hazardous Waste Manifest from proper landfill
site for each load of asbestos containing material removed. Copies must be
sent to Owner and material manufacturer/ specifier. Transportation of waste
shall be in accordance with applicable Department of Transportation (DOT)
requirements.
3.
D. Waste Disposal:
1. Do not re-use, re-cycle or dispose of material manufacturers product
containers except in accordance with all applicable regulations. The user of
manufactured products is responsible for proper use and disposal of product
containers.
E. Safety requirements:
1. All application, material handling, and associated equipment shall conform to
and be operated in conformance with OSHA safety requirements.
2. Comply with federal, state, local and Owner fire and safety requirements.
3. Advise Owner whenever work is expected to be hazardous to Owner,'
employees, and/or operators.
4. Maintain a crewman as a floor area guard whenever roof decking is being
repaired or replaced.
5. Maintain fire extinguisher within easy access whenever power tools, roofing
kettles, fuels, solvents, torches, and open flames are being used.
F. Environmental requirements:
1. Do not work in rain, snow, or in presence of water.
2. Do not install materials marked "KEEP FROM FREEZING" when daily
temperatures are scheduled to fall below 400F (50C).
3. Do not perform masonry work below 400F (50C).
4. Remove any work exposed to freezing.
9
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5. Advise Owner when volatile materials are to be used near air ventilation
intakes so Owner can use some or all of the following methods to minimize
disruptions to building occupants and operations:
a. Divert air intake from work area by attaching scoops or temporary duct
work.
b. Temporarily shut down or block air intakes.
c. Provide make-up air or intake air from sources away from work area.
G. Security requirements:
1. Comply with Owner security requirements.
2. Provide Owner with current list of accredited persons.
3. No access permitted in building by persons employed on this project.
H. Temporary sanitary facilities:
1. Furnish, install, and maintain temporary sanitary facilities for employee use
during project. Remove on project completion.
2. Place portable toilets in conformance with applicable laws, codes, and
regulations.
1.08 SUBSTITUTIONS
A. If bidding a substitute system, bid specified system then submit separate bid for
alternate system. Substitute system must be identified during or before job walk to
give all bidders equal opportunity. Bidders proposing substitutes shall submit
following prior to bid date to Owner:
1. Written application with explanation of why it should be considered.
2. Accredited testing laboratory certificate comparing substitute's
physical/performance attributes to those specified.
3. Smallest standard package of any adhesive, coating, mastic, sealant, or ply
sheet.
1.09 PAYMENT SECURITY
A. Any of the following:
1. Joint Check: Payments will be made by Joint Check to the contractor and
material supplier. Owner receives automatic Waiver of Lien from material
supplier upon receipt of canceled check.
B. Progress payments:
1. Contractor shall establish with Owner, Owner's procedure for payment and
retainages prior to commencement of work on this project.
2. Partial or progress payments shall not relieve Contractor of performance
obligations under this contract, nor shall such payments be viewed as
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approval or acceptance of work performed. _
3. Final payment shall be withheld until all provisions of the specifications are
met.
1.10 UNIT PRICES
A. Quote unit prices on:
1. Deck replacement - $/sq. ft. or sq. meter.
2. Deck repair - $/sq. ft. or sq. meter.
3. Additional drains (without service connection) - $/drain.
4. Additional drains (with service connection) - $Idrain.
5. Lowering drains - $/drain.
6. Drain flashing collar - $/collar.
7. Drain repair - $/drain.
8. Drain replacement - $/drain.
9. Coping replacement - $Iii near ft. or meter.
10. Unit removal - $Iunit, including deck installation to dose opening.
1.11 WARRANTY/GUARANTEE
A. Guarantee:
1. Upon project completion and Owner acceptance, effective upon complete
payment, Contractor shall issue Owner a guarantee against defective
workmanship and materials for a period of five (5) years.
2. Manufacture's Product Warranty for the new Roof System will remain in
effect in the event that repair or modifications are required as long as such
repair and modifications are completed utilizing a manufacture's authorized
Roofing Contractor.
B. Warranty:
1. Upon project completion, Manufacturer acceptance, and once complete
payment has been received by both Contractor and Manufacturer,
Manufacturer shall deliver to Owner a Twenty (20) year manufacturer
Roofing System Quality Assurance Warranty and Owner's Manual.
Manufacturer will, during the second, fifth and tenth year of this warranty,
inspect and provide a written Executive Summary.
2. Manufacture's Product Warranty for the new Roof System will remain in effect
in the event that repair or modifications are required as long as such repair
and modifications are completed utilizing a manufacture's authorized Roofing
Contractor.
C. Maintenance and Warranty Service Agreement, which indudes a TWO (2)-YEAR
11
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CONTRACTOR'S AND TWENTY (20)-YEAR MANUFACTURE~ COVERAGE:
1. New Roof Component Coverage: A single manufacturer shall provide
specified warranty. The manufacturer's warranty must include labor and
material coverage against leakage on all components including those
manufactured by others. Included in the warranty coverage are the
following:
a. Insulation materials, fasteners, and adhesives.
b. All new and temporary roof membrane components and adhesives.
c. All metal edge components including cleat strips.
d. All tapered edge and cant strips.
e. All surface mastics, coatings, stripping, plies, etc.
f. All drain and scupper flashings.
g. Any roof leaks or other problems caused by substrate movement of any
component other than the deck shall not be excluded.
h. Any movement associated with metal edge joints or flanges causing
leaks.
i. Damages caused by wind speed up to 74 miles per hour.
j. Permanent tie-ins and/or control joints separating new and old roofing.
2. The contractor shall certify compliance with the above warranty requirements
by submitting a copy of the guarantee as a submittal item upon request of the
Owner. The manufacturer will advise the customer in writing how to maintain
the warranty in the form of an Owner's manual. The customer shall have the
option to renew this warranty at the end of fifteen (15) years per the renewal
agreement.
3. Service responsibilities of the manufacturer to Owner:
a. Bi-Annual Housekeeping to include the following:
(1) Removal of debris from the roof membrane.
(2) Removal of debris from the roof drains, gutters, and scuppers.
(3) Disposal of debris in customer supplied waste containers.
b. Storm Reports, Monitoring and Follow-Up:
(1) Roof inspection at customer request of roof areas after major
storm activity.
c. Roof Inspection Report:
(1) Will provide a roof report based upon regular inspections.
d. Bi-Annual Preventive Maintenance to include the following:
(1) Metal Edge Flashing Components:
(a) Tears, splits, and breaks in membrane flashings will be
repaired with appropriate repair mastics and membranes.
(b) Open, split flashing strip-ins will be repaired with appropriate
repair mastics and membranes.
(c) Loose metal edge cleats and clips will be resecured.
(d) Exposed fasteners will be sealed.
(2) Parapet Wall and Counterflashing Systems:
(a) Tears, splits, kick holes, and breaks in flashing membrane
will be repaired with appropriate repair mastics and
12
membranes.
(b) Breaks, tears, and splits in flashing strip-ins with appropriate
repair mastics and membranes.
(c) Exposed fasteners will be sealed.
(d) Voids in termination bars, counter-flashings and parapet cap
will be cleaned and sealed.
(3) Equipment I Projection Flashing Components:
(a) Tears, splits, and breaks in flashing membrane will be
repaired with appropriate repair mastics and membranes.
(b) Open, split flashing strip-ins will be repaired with appropriate
repair mastics and membranes.
(c) Unsecured roof top equipment will be secured.
(d) Exposed fasteners will be tightened.
(e) Termination bar and counterflashings will be sealed.
(4) Roof Membrane Maintenance and Repairs:
(a) Tears, splits, and breaks in membrane flashings will be
repaired with appropriate repair mastics and membranes.
(b) Open, split flashing strip-ins will be repaired with appropriate
repair mastics and membranes.
(c) Splits and blisters which threaten the integrity of the roof
system will be cleaned, primed, and repaired with
appropriate repair mastics and membranes.
(d) Pitch pans will be refilled and topped off.
(e) Metal projections (hoods and clamps) will be sealed.
(5) Miscellaneous Maintenance Repairs:
(a) Dress up wind scoured comers with appropriate repair
mastics and coatings.
(b) Dress up reflective coatings on flashings.
(c) Re-caulking as needed.
4. Leak response responsibilities of the manufadurer to Owner:
a. In the event that a leak should occur.
(1) Provide toll free 800 number for Owner to call in leak report.
Number will be monitored twenty-four (24) hours a day, 365 days
a year.
(2) Provide a response to Owner on all leak calls within twenty-four
(24) hours of when the call is made.
(3) Provide a repair aew, at the building site, within two (2) business
days of the call.
(4) Provide follow-up inspection to ensure that repairs were made
properly.
(5) Monitor all leak events and response and provide a written
quarterly summary if leaks have occurred. Deliver to Owner at the
end of each quarter when leaks have occurred.
13
PART IT - PRODUCTS
2.01 GENERAL
A. Comply with quality control, references, specifications, and manufacturer's data.
Products containing asbestos are prohibited on this project. Use only asbestos-free
products.
B. Use products with personal protection. User must read container label and material
safety data sheets prior to use.
2.02 ACCEPTABLE MANUFACTURER
A. Tremco Inc., Cleveland, OH 954/217-0029
B. Approved Equal
2.03 ROOF DECKING
A. Metal roof deck:
1. Gage, rib depth, rib configuration - match existing; three (3) span; lapped and
stitched joints.
2. Sheet steel: ASTM A 446/A 446M-93, Grade A structural quality; with G90
coating (galvanized).
3. Butt and finish strips: Twenty (20) gage sheet steel.
4. Acceptable manufacturers:
a. Consolidated Systems, Inc., Columbia, SC.
b. Roll Form Products, Inc., Boston, MA.
c. Roof Deck, Inc., Hightstown, NJ.
d. United Steel Deck, Inc., Summit NJ.
e. Verco Manufacturing Co., Phoenix, ~.
f. Vulcraft Division, Nucor Corp., Florence, SC.
g. Wheeling Corrugating Co., Division Wheeling-Pittsburgh Steel Corp.,
Wheeling WV.
5. Metal roof deck fasteners: TRAXX by IlW Buildex, Itasca, IL.
6. Deck sidelap stitching: 10-16 x 3/4 inch (19 mm) Hex Washer Head,
TRAXX, #1 Drill Point.
7. Deck to bar joist: 12-24 x 7/8 inch (22 mm) Hex Washer Head, TRAXX, #4
Drill Point.
8. Deck to structural steel: 12-24 x 1-1/4 inch (32 mm) Hex Washer Head,
TRAXX, #5 Drill Point.
B. Rust inhibitive paint
14
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)-
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1. Tremlite Epoxy Rust Coat Low Odor by Tremco or ~ual.
2.04 WOOD BLOCKING & CURBS
A. Wood blocking for perimeter:
1. None.
B. Lumber:
1. American Lumber Standard Committee (ALSC) No. 2 grade Southern Pine;
free from warping and visible decay; pressure-treated according to AWPA
Standard C2 for lumber and timber with CCA, ACA, ACQ-B, ACQ-D, ACZA,
or CC to a retention of 4.0 kglm3 (0.25 pet) for above ground use.
C. Wood cant: 4" x 4" (100 mm x 100 mm) cut on bias.
2.05 CELLULAR INSULATING CONCRETE
A. Cellular concrete:
1. Foaming agent: ASTM C 796-97; supplied by manufacturer approved by
roofing systems manufacturer.
2. Portland cement: ASTM C 150-98, Type I.
3. Water: Potable, clean, and free from deleterious amounts of acid, alkali, and
organic materials.
4. Insulation: ASTM C 578-95, Type VIII, 2" x 4" (50 mm x 100 mm) expanded
polystyrene, 1.25 lb. (0.57 kg) density, incorporating six (6) to eight (8) 2-1/4
inch (57 mm) diameter bond holes.
2.06 INSULATION
A. Insulation under temporary roof:
1. ASTM C 728-97, perlite roof insulation.
2. Thickness: 3/4".
3. Attachment: Mechanically attached.
a. No. 12 fastener with corrosion resistant coating; 3 inch (76mm)
diameter plastic or metal disc.
b. Fastener density: 1 fastener every 2 sq. ft. (0.19 sq. meter).
c. Install additional fasteners to ensure insulation is firm under foot.
d. Drive mechanical fasteners flush to top surface.
e. Filler insulation requires two (2) fasteners per minimum.
f. ASTM 0 312-95a, Type III Asphalt.
15
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2.07 MECHANICAL FASTENERS
A. Base sheet to lightweight concrete:
1. Tremco Base Sheet Fastener Assembly (fastener and disc plate) by Tremco
or equal.
B. Wood to wood:
1. Galvanized, common, annular ring nail.
2. Length: Sufficient to penetrate underlay blocking 1-1/4 inches (32 mm).
C. Wood to concrete:
1. Tapcon 1/4 inch (6.35 mm) diameter, Phillips flat head anchor by Buildex Div.
of IlW, Itasca, IL.
2. Length: Sufficient to provide minimum 1-1/2 inches (38 mm) embedment.
D. Wood to steel deck:
1. Deckfast #12 screw, by Construction Fasteners, Inc., Wyomissing, PA.
2. Insul-Fixx #12, by SFS Stadler, Brunswick, OH.
3. Insul-Tite #12, Burlington Mfg. Corp., Archbold, OH.
4. Olympic Fastener #12-10, by Olympic Manufacturing Group, Agawam, MA.
5. Rawl Deck #12 Deck Screw, by The Rawlplug Co., Inc., New Rochelle, NY.
6. ROOFGRIP #12, by IlW Buildex, Itasca, IL.
7. Length: Use the shortest fastener which will penetrate the top flange of the
steel deck 3/4 inch (19 mm).
E. Stainless sheet steel to wood blocking:
1. FS FF-N-105B(3) Type II, Style 20, roofing nails; galvanized steel wire, flat
head, diamond point, round, barbed shank.
2. Length: Sufficient to penetrate wood blocking 1-1/4 inches (32 mm)
minimum.
F. Aluminum sheet metal to wood blocking:
1. FS FF-N-105B(3) Type II, Style 20, roofing nails; 6061-1913 alloy wire, flat
head, diamond point, round, barbed shank.
2. Length: Sufficient to penetrate wood blocking 1-1/4 inches (32 mm)
minimum.
G. Termination bar to masonry/concrete:
1. Lead masonry anchors.
2. Length: Sufficient to provide 1-1/4 inches (32 mm) embedment minimum.
H. Drawband:
1. Gold Seal stainless steel worm gear clamp by Murray Corporation,
Cockeysville, MD.
2. Power-Seal stainless steel worm drive clamps by Breeze Clamp Company,
16
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Saltsburg, PA.
2.08 ROOFING MATERIALS
A. Temporary roof materials:
1. Interply adhesive:
a. ASTM 0 312-95a, Type III Asphalt.
2. Ply Sheet:
a. ASTM 0 2178, Type IV.
3. Surfacing:
a. ASTM 0 312-89, Type III Asphalt.
B. Barrier sheet secured to lightweight insulating concrete:
1. FoiVkraft laminate sheet.
C. Base sheet secured over barrier sheet to lightweight insulating concrete:
1. BURmastic Glass Ply - 28 LB by Tremco or equal.
D. Adhesives:
1. Interpfy adhesive:
a. BURmastic by Tremco or equal.
E. Surface coating:
1. High Build Reflective Roof Coating by Tremco or equal.
F. Ply Sheet:
1. BURmastic Glass Ply Sheet by Tremco or equal.
G. Related materials:
1. Asphalt mastic:
a. ELS by Tremco or equal.
2. Reinforcing mesh:
a. BURmesh by Tremco or equal.
3. Cant strip:
a. ASTM C 208-95, coated fiberboard.
4. Cant strip adhesive:
a. Fas n Free Adhesive by Tremco or equal.
5. Flashing adhesive:
a. Sheeting Bond, by Tremco or equal.
6. Stripping mastic for elastomeric flashing:
a. Polyroof LV by Tremco or equal.
7. Flashing sheet:
a. Reinforced Hypalon Elastomeric Sheeting by Tremco or equal.
8. Pitch pan cement:
17
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a. ASTM C 928-92a, rapid hardening non shrink grout.
9. Pitch pan mastic: -
a. ELS by Tremco or equal.
10. Sealants:
a. Coping sealant:
(1) TremSEAl GP by Tremco or equal.
b. Orawband sealant:
(1) TremSEAl GP by Tremco or equal.
11. Termination bar sealant:
a. TremSEAl GP by Tremco or equal.
12. Stripping ply adhesive:
a. ElS by Tremco or equal.
13. Stripping ply:
a. 8urmesh by Tremco or equal.
2.09 METAL FLASHINGS
A. Termination bar:
1. ASTM 8 221-93 - aluminum bar:
a. 1/8 x 1 inch (3.2 x 25.4 mm).
8. Edge flashing:
1. Aluminum: ASTM 8209-96, alloy and temper - 3003-H14, mill finish.
a. Thickness: 0.040 inches 1.0 mm.
2. Fascia width: inch minimum.
C. Counterflashing:
a. Thickness: 0.040 inches (1.0 mm).
D. Coping cap:
1. Aluminum: ASTM 8209-89, alloy and temper - 3003-H14, mill finish.
a. Thickness: 0.040 inches (1.0 mm).
E. Pitch pans with hood:
1. Stainless steel: Type 304, ASTM A 167-88, mill rolled number 20 finish.
a. Gage: Twenty-four (24).
b. Solder: ASTM 832-89, alloy grade 60A. Neutralize flux after soldering.
F. Piping through roof box:
1. Stainless steel: Type 304, ASTM A 167-88, mill rolled number 20 finish.
a. Gage: Twenty-four (24).
b. Solder: ASTM 832-89, alloy grade 60A. Neutralize flux after soldering.
G. Drains:
18
1. Roof drains shall be sized and discharged in accordance with local building
and plumbing codes.
2. All drain components shall be cast iron. Induding
drain body, damping ring, and strainer.
3. Acceptable manufacturers:
a. Donovan Manufacturing Co., North Reading, MA.
b. Josam Manufacturing CO.t Michigan City, IN.
c. Smith Manufacturing Co., Inc., Montgomery, AL.
d. Tyler Pipe, Tyler, TX.
e. Zum Industries, Inc., Erie, PA.
H. Lead Flashings:
1. ASTM B 29-92(1997), 4 lb. (1.82 kg) sheet lead.
I. Details not addressed in specification shall be in accordance with Architectural
Sheet Metal Manual, as issued by Sheet Metal and Air Conditioning Contractors'
National Association, Inc., (SMACNA).
2.10 MASONRY
A. Dampproofing:
1. Wall- Tite by Tremco or equal.
2. Wall- Tite Primer by Tremco or equal.
2.11 SYSTEM PERFORMANCE REQUIREMENTS:
A. BURMASTIC ADHESIVE OR EQUAL.
Prooertv Tvoical Value
Asbestos content
Viscosity@250C
Density @ 250C
None
25 - 75 Pa.s
(25000-75000 cP)
1.0 kg/L
(8.4 Ib.lgal.)
67%
42%
> 370C (1000F)
Pass
Nonvolatile M~tter
Asphalt content, min
Flash point
Uniformity & Con-
sistency
VOC
340 g1L
19
Test Method
EPA 6001R-93/116
ASTM 02196-86
(1991)
ASTM 06511-00
ASTM 0 6511-00
ASTM 06511-00
ASTM 0 93-97
ASTM 0 6511-00
ASTM 0 6511-00
B. BURMASTIC GLASS PLY OR EQUAL.
Prooertv Tvoical Value Test Method
Weight 1.61 kglm2 ASTM 0 228-90a
(33 Ib/100 tt2)
Breaking strength 15.7 N/mm MO ASTM 0 146-90
(90 Ibflin.)
12.3 N1mm XO
(70 Ibflin.)
Pliability. 12.7 mm No failures ASTM 0 146-90
(112") radius 83 glm2
Mass of desaturated ASTM 0 146-90
glass mat, min (1.7 Ib/1oo tt2)
Surfacing and stabi- 65% ASTM 0 4601-94
Iizer, max
Asphalt 488 glm2 ASTM 0 228-90a
(10.0 Ib/1oo tt2)
Ash (glass mat only) 70 - 88% ASTM 0 146-90
C. BURMASTIC GLASS PLY - 28 LB OR EQUAL.
Prooertv Tvoical Value Test Method
Weight 28.0 Ib/1oo ft2 ASTM 0228-90a
(1.37 kgIrnZ)
Breaking Strength 90 Ibf (400 N) MO ASTM 0 146-90
70 Ibf (311 N) XMO
Pliability, 1l2in. No failures ASTM 0146-90
(13 mm.) radius
Mass of desaturated 1.7 Ib/100 ft2 ASTM 0228-90a
glass mat, min (83 glrnZ)
Surfacing & 65% ASTM 04601-91
stabilizer, max
Asphalt 8.0 Ib/100 ft2 ASTM 0228-90a
(390 glrnZ)
Ash (glass mat only) 70-80% ASTM 04601-91
20
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D. BURMASTIC 100 SYSTEM (3 Ply Burmastic Glass PlylBurmastic) OR EQUAL.
Property Tvpical Value Test Method
Impact resistance @ o (Ave.) ASTM 0 3746-85
-180C (OOF)
Thermal shock factor 4240C (7950F) MD NBS BSS No. 55
3490C (660oF) XD
Tensile strength @ 57.8 N/mm MD ASTM 0 2523-78 (1984)
-180C (OOF) (330 Ibflin.)
51.7 N/mm
(295 Ibflin.)
Elongation @ -18OC 2.9% MD ASTM 0 2523-78 (1984)
(00 F) 2.4% XD
Tensile strength @ 56.0 N/mm MD ASTM D 2523..78 (1984)
-180C (OOF) 1000 hrs. (320 Ibflin.)
xenon arc weathered 50.8 N1mm XD
(290 Ibflin.)
Elongation @ OoF 3.0% MD ASTM D 2523-78 (1984)
1000 hrs. xenon arc 2.8% XD
weathered
Coefficient of linear 1.9E-05 inlinloF MD ASTM C 426 (Modified)
thermal expansion 2.2E-05 inlinloF XD
E. BURMESH OR EQUAl.
Property Tvpical Value Test Method
Weight 65 g1m2 ASTM D 146-90
(1.321b/100 tt2)
Moisture based on None ASTM 0 145-90
net weight
Average tensile
strength @250C (nOF)
Warp threads 289 N (65 Ibf) ASTM D 146-90
Filling threads 311 N (70 Ibf) ASTM 0 146-90
Organic content
Weight 18.7% ASTM D 579-90
Type PVC/acrylic water-
based
21
F. ELS OR EQUAL.
Prooertv
Tvoical Value
Asbestos content
Viscosity @ 250 C
(770 F)
Density @ 250C
(770F)
Nonvolatile Matter
Behavior at 1400 F
(Sag Resistance)
Moisture vapor
tranmission rate
None
480 - 1000 Pa.s
(480000-1000000 cPl
1114 kglm3
(9.3 Ib/gal)
80%
3.18 mm (1/8 in.)
1.55 - 6.2 glm2124
hrs. @ 0.51 mm
(0.10 - 0.40 g/100
in.2/24 hrs @ 0.020 in.)
thickness
l
~
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Test Method
ASTM D 276-87
ASTM D 2196-86
(1991 )
ASTM D 1475-90
ASTM D 4586-93
ASTM D 4586-93
ASTM E 398-83
G. FAS N FREE INSULATION ADHESIVE OR EQUAL.
Prooertv Tvoical Value Test Method
Volatile Organic 20 glL ASTM t> 3960-93
Compound
Asbestos Content None EPA 600/R-93/116
Viscosity @ 250C 70 Pa.s (70,000 cP) ASTM D 2556-93a
(770 F)
NonVolatile Content 98% ASTM D 1644-88(1993)
Density @250C (770 F) 1016 kg/m3 ASTM D 1875-90
(8.5 Ib.lgal.)
Tensile Strength
@250C (nOF) 1379 kPa (200 psi) ASTM D 412-92
Elongation @25OC 1200% ASTM D 412-92
(770 F)
Adhesion Strength
in shear@ 250C 552 (80 psi) ASTM D 816-82(1993)
(77OF)
T -Peel Adhesion 66 N (15Ibflin.) ASTM D 1876-93
@250C (77OF)
Cold Brittleness Pass @ -51OC ASTM D 816-82(1993)
(-600F)
22
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H. HYPALON ELASTOMERIC SHEETING OR EQUAl.
Prooertv Tvoical Value
Test Method
Thickness
Tensile Strength
Elongation
@ fabric break
Tear resistance
Water absorption
@ 1220F (50 OC)
Dimensional stability
@ 2120F (100 OC)
Low temperature
flexibility
Ply adhesion
0.045 in (1.1mm)
225 Ibf
(1000 N)
25%
ASTM 0751-89
ASTM 0751-89
ASTM 0751-89
ASTM 0751-89
ASTM 0471-79 (1991)
ASTM 01204-84
ASTM 02136-84 (1989)
ASTM 0413-82 (1988)
95 Ibf (423 N)
less than 5%
1.0-1.25%
-400F to -450F
(-40oC to -43OC)
151bf (66 N)
I. HIGH BUILD REFLECTIVE ROOF COATING OR EQUAL.
Prooertv Tvoical Value Test Method
Density at 77 of
(250 C)
Viscosity at 770 F
(250C)
Non volatile content
Percent solids
Reflectance
VOC
Asbestos content
6.8lbslgal
(815 kglm3)
11,800 cP
(11.8 Pa s)
59% by weight
65% by volume
84%
None
None
ASTM 0 1475-98
ASTM 0 2196-99
ASTM 0 1644-88
ASTM 0 5201-97
ASTM E 903-96
ASTM 0 3960-98
EPA 600/R-93/116
23
I.
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I, _
J. POL YROOF LV OR EQUAL.
Prooertv Tvoical Value Test Method
Asbestos content None ASTM 0276-87
Volatile Organic 300 glL, max ASTM 03960-89
Compounds
Viscosity @ 250 C 600,00-2,000,000 cP ASTM 02196-86
(770 F) (600-2,000 Pa.s)
Density @250C (77OF) 970 kg/m3 (8.1 Ib/gal) ASTM 01475-85
Nonvolatile Matter 65% ASTM 04586-86
Tensile strength 40 -100 psi ASTM 0412-87
@250C (77OF) (275 - 690 kPa)
@ 100% elongation
Elongation
@ 250C (77OF) 1,000% ASTM 0412-87
@ -340C (-300F) 100% ASTM 0412-87
Recovery from 500% 90% min. ASTM 0412-87
elongation
Moisture vapor 0.50 -1.10 ASTM E398-83(1988)
transmission rate g/100in2/24 hrs
Behavior at 600C 6 mm (max) ASTM 04586-86
(1400F) [Sag (1/4 in. max)
Resistance]
Flexibility @-40oC No cracking TRC 737
( -40oF)
K. ASTM 0 312-95a, TYPE III ASPHALT.
Prooertv Tvoical Value Test Method
Softening point 91 - 960C ASTM 0 36-95
(195 - 205OF)
Penetration @ 250 C 15 - 30 dmm ASTM 0 5-95
(770 F)
Flash point, min 2740C (525OF) ASTM 0 92-90
Ductility @ 25OC, 2.5cm ASTM 0 113-86
(770 F) min
Equiviscous tem- 204 to 221 oC ASTM 0 4402-87
perature range (400 to 4300F)
(125cP)
24
L. WHITE SHEETING BOND OR EQUAL.
Prooertv Tyoical Value Test Method
Asbestos content None ASTM 0 276-87
Viscosity 400,OO-1,760,OOOcP ASTM 02196-86
@ 770F (25OC) (400-1760 Pa.s)
Density 8.7 Ib/gal ASTM 0 1475-85
@ 770F (25OC) (1042 kglrns)
Adhesion in peel, 3 Ibflin ASTM 01876-72 (1983)
min (0.52 kN/m)
Lap shear adhesion, 18 psi ASTM 0 816-82
min (124 kPa)
VOC 250 g1L ASTM 0 3960-89
M. TREMSEAL GP OR EQUAL.
Prooertv Tvoical Value Test Method
Tensile strength 1241 kPa (180 psi) ASTM 0 412-87
Ultimate elongation 550% ASTM 0 412-87
Adhesion-in-peel 4.4 Nlmm ASTM C 794-80 (1986)
(25 Ibflin.)
Weep & sag Passes ASTM C 639-83
Staining Passes ASTM C 510-77 (1983)
Weight-loss, cracking Passes ASTM C 792-75 (1987)
& chalking after
heat aging
Hardness @ 250C 25:t: 5 ASTM C 661-86
(770F), 50% RH
(Shore A)
Durability Passes ASTM C 719-86
(Bond & Cohesion) (On mortar,
granite, and
anodized aluminum
at :t: 25% movement)
25
N. WALL-TITE OR EQUAL.
Prooertv Tvoical Value Test Method
Nonvolatile content 70% ASTM D 1644-88
Viscosity @25OC 7,000 cP (7 Pa s) ASTM D 2196-86
(77OF)
Density @ 250C 11.8 Iblgal ASTM D 1475-85
(77OF) (1414 kglm3)
Tensile strength 150 psi ASTM D 412-87
@ 770F (25OC) (1,034 kPa)
Elongation @ nOF 220% ASTM 0 412-87
(25OC)
Hardness (Shore A) 65 ASTM D 2240-86
Permeance procedure A 2 perms ASTM E 96-92
Dry time @ 77OF, 2h ASTM D 711-89
50% RH, 20 mils wet
(250C, 50% RH, 0.5mm
wet)
Low temperature <-100F (-23OC) ASTM C 711-72
flexibility
O. WALL TITE PRIMER OR EQUAL.
Prooertv Tvoical Value Test Method
Nonvolatile Content 59% ASTM D 1644-75
Viscosity 77KU ASTM D 2196-81
Density 1402 kglm3 ASTM D 1475-85
(11.7 Ib/gal)
26
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P. TREMLlTE EPOXY RUST COAT lOW ODOR OR EQUAl. ".
Prooertv Tvoical Value Test Method
Asbestos Content
Density @ 250C (770F)
(770F)
Adhesion to primer
Adhesion to galv.
steel
Weathering resistance
Rust resistance,
1000 hrs
[salt spray (fog) test]
VOC* mixed
* Volatile Organic Compound
None
1.25 kg/l
(10.4lb/gal)
5A (no peeling)
5A (no peeling)
NO.2 (excellent)
10 (no rusting)
ASTM 0276-87 (1999)
ASTM 0 1475-96
ASTM 0 3359-97
ASTM 0 3359-97
ASTM 0 4214-98
ASTM D 610-95
ASTM B 117-97
ASTM D 3960-98
88 gll
Q. FIBERGLASS REINFORCED, ASTM D 2178, TYPE IV ROOFING PLY
Prooertv Jvoical Value Test Method
Breaking strength
minimum
Pliability
112" (13 mm) radius
bend
Net dry mass of
asphalt impregnated
glass felt minimum
Mass of desaturated
glass felt, minimum
Bituminous saturant
(asphalt), minimum
Ash
44lbflin'MD
(7.7 kN/m)
44 Ibflin XMO
(7.7 kN/m)
No failure
ASTM 0 146-90
ASTM D 146-90
6.0 Ib/1oo tt2
(293 glm2)
1.7 Ib/100 tt2
(83 glm2)
3.0 Ib/100 tt2
(146 glm2)
70 - 88%
ASTM D 146-90
ASTM 0 146-90
ASTM 0 146-90
ASTM 0 146-90
27
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PART 111- EXECUTION
3.01 EXAMINATION
A. Verify conditions as satisfactory to receive work.
B. Do not begin roofing until all unsatisfactory conditions are corrected. Beginning
work constitutes acceptance of conditions.
C. Verify that work of other trades penetrating roof deck or requiring men and
equipment to traverse roof deck has been approved by Owner, manufacturer, and
roofing contractor.
D. Check projections, curbs, and deck for inadequate anchorage, foreign material,
moisture, or unevenness that would prevent quality and execution of new roofing
system.
3.02 GENERAL WORKMANSHIP
A. All work performed by Contractor shall conform to this specification.
B. The presence and activity of the manufacturer's representative, architect's
representative, and/or Owner's representative shall in no way relieve Contractor of
contract responsibilities or duties.
C. Cellular concrete:
1. Mix and place by an approved mixing plant.
2. Mix consistency shall provide flowable mix that can be screeded to a smooth
surface.
3. Admixtures not permitted unless approved by roofing materials manufacturer
prior to application.
4. Placement hoses:
a. In good repair, free of structural defects.
b. Equipped with secure couplings.
D. Material placement: Hose nozzle no more than 6 inches (152 mm) above surface.
E. Base Sheet: Set dry over blocking and cants at wall, perimeters, and curbs.
Extend base sheet up wall and vertical blocking. Terminate base sheet directly
under counterflashing. Do not seal base sheet to wall, blocking, or roof substrate.
Do not seal top edge of base sheet under counterflashing.
F. Flashings: Do not extend flashings above base sheet termination on vertical
28
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substrates.
." ?,~
"
G. Substrate: Free of foreign particles prior to laying roof membrane.
H. Provide additional fastening of mechanically attached base sheets in roof perimeter
and corner areas.
I. Phased application: Not permitted. All plies shall be completed each day.
J. Traffic and equipment: Kept off completed plies until adhesive has set.
K Wrapper and packaging materials: Not to be included in roofing system.
L. Entrapped aggregate: Not permitted within new membrane. Its discovery is
sufficient cause for rejection.
M. Ply shall never touch ply, even at roof edges, laps, tapered edge strips, and cants.
N. Fit plies into roof drain rims; install lead flashing and finishing plies; secure damping
collars; install domes.
O. Extend roofing membrane to top edge of cant at wall and projection bases.
P. Cut out fishmouths/side laps which are not completely sealed; patch. Replace all
sheets which are not fully and continuously bonded.
a. Plies: Prior to placement, cut ply sheets in 18 - 20 ft. (5.5 - 6.1 meter) lengths.
Allow lengths to relax at least 30 minutes, 550F (130C) or above; 60 minutes, below
550F (130C). Stack lengths. Do not reroll.
R. Cold process adhesive heating:
1. An in-line heat exchange unit may be used to facilitate application.
a. Maximum adhesive temperature: 1 QOoF (380C). Do not exceed the
flash point of the adhesive.
2. Heat exchange unit: Filled with heat transfer oil approved by equipment
manufacturer.
3. Follow operation procedures as recommended by equipment manufacturer.
S. Insulation: Form continuous insulation joints over deck flange. Do not cantilever
insulation edges over deck ribs. Minimum bearing surface: 1-1/2 inches (38 mm).
3.03 PREPARATION
A. Protection:
29
1. Contractor shall be responsible for protection of property during course of
work. Lawns, shrubbery, paved areas, and building shall be protected from
damage. Repair damage at no extra cost to Owner.
2. Provide at site prior to commencing removal of debris, a dumpster or dump
truck to be located adjacent to building where directed by Owner.
3. Roofing, flashings, membrane repairs, and insulation shall be installed and
sealed in a watertight manner on same day of installation or before arrival of
inclement weather.
4. At start of each work day drains within daily work area shall be plugged.
Plugs to be removed at end of each work day or before arrival of inclement
weather.
5. Preparation work shall be limited to those areas that can be covered with
installed roofing material on same day and before arrival of inclement
weather.
S. Arrange work sequence to avoid use of newly constructed roofing for
storage, walking surface, and equipment movement. Move equipment and
ground storage areas as work progresses.
7. Construct an enclosed chute from roof for removal of debris from roof area.
Protect building surfaces at chute/set-up areas with tarpaulin. Secure
tarpaulin. Remove dumpster from premises when full and empty at
approved dumping or refuse area. Deliver empty dumpster to site for further
use. Upon job completion, dumpster/chute shall be removed from premises.
Spilled or scattered debris shall be cleaned-up immediately. Removed
material to be disposed from roof as it accumulates.
8. At end of each working day, seal removal areas with water stops along
edges to prevent water entry.
9. Provide clean plywood walkways and take other precautions required to
prevent tracking of aggregate/debris from existing membrane into new work
area where aggregate/debris pieces can be trapped within new roofing
membrane. Contractor shall instruct and police workmen to ensure that
aggregate/debris is not tracked into new work areas on workmen's shoes or
equipment wheels. Discovery of entrapped aggregate/debris within new
membrane is sufficient cause for its rejection.
10. Cover windows, metal, and vegetation with protective covering prior to
application of dampproofing materials.
B. Surface preparation:
1. Prepare masonry surface so it is structurally sound, clean, dry, fully cured,
and free of dust, curing agents, form release agents, efflorescence, scale,
laitance, and other foreign materials.
a. Power wash the surface to be treated with water using pressure spray
equipment at a pressure of BOO psi (5,500 kPa) minimum and a water
volume of 4 gpm (0.25 Usec) minimum. Allow the surface to dry a
minimum 72 hours at 700F and 50% RH. Longer drying times are
required at lower temperatures and higher humidities.
30
2. Remove all loosely adhered paint and coating. Thoroughly dean chalking
from previously coated surfaces.
3. Perform spot adhesion tests with new coating over previously coated
surfaces. If adhesion between coats is marginal or poor, remove existing
coating prior to application of new coating.
4. Remove: Existing roofing, insulation to roof deck.
a. Area: As determined at site meeting.
5. Sweep clean roof deck.
S. Remove as directed by Owner:
a. Unused equipment.
3.04 CARPENTRY
A Roof edge:
1. Install wood cant at roof edge for raised metal edge fascia. Nail two (2) rows
staggered. Spacing in anyone (1) row shall not exceed 24 inches (S10 mm).
Within 8 feet (2.4 meter) of outside comer, spacing shall not exceed 12
inches (300 mm) in anyone (1) row.
B. Parapet wall coping cap locations:
1. Mechanically attach continuous wood blocking to top of parapet using %" (13
mm) diameter anchor bolts spaced 4 feet (1.22 mm) on center, with a
minimum of 2 fasteners per section of wood blocking. Decrease anchor bolt
spacing to two (2) feet (610 mm) on center in each direction 8 feet (2.44 mm)
from the comer. Countersink anchor bolts flush with blocking surface.
a. Blocking thickness: 2 inches (SO mm) nominal.
b. Blocking width: Flush with edges.
3.05 MASONRY
A Apply Walltite masonry coating system.
1. Prime masonry with one (1) coat Walltite Primer.
a. Coverage rate: 1 gallon per 250 square feet.
2. Dampproof masonry with two (2) coats Wall-Tite.
a. Coverage rate: 1 gallon per 100 square feet per gallon per coat.
b. Box Walltite batches to assure uniform color.
3.06 ROOF DECK REPAIRSa
A Metal roof deck repairs:
31
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1.
Deck reattachment:
a. Mechanically reattach loose sections of deck to steel support members
12 inches (300 mm) o.c. (at every other rib) and 6 inches (150 mm) o.c.
(at every rib) in roof comer and roof perimeter areas.
b. Side laps: Mechanically fasten 18 inches (460 mm) o.c.
c. Mechanically fasten steel deck to supporting member at each deck side
lap, regardless of spacing.
d. Overlap steel deck end laps 2 inches (50 mm) minimum. Mechanically
attach at the above listed fadors.
Deck replacement:
a. Remove defedive metal decking. Examine supports. If unsound,
contad owner immediately for future adion.
b. Install new metal decking in accordance with SOl, Design Manual for
Composite Decks, Form Decks, Roof Decks.
Deck protedion:
a. Apply rust inhibitive paint over surface rust.
2.
3.
B. Lightweight concrete repairs:
1. Repair areals:
a. As determined by Owner.
2. Remove deteriorated lightweight canaete. Follow repair procedures as
specified by manufadurer/applicator of lightweight concrete system.
3.07 CELLULAR INSULATING CONCRETE
A. Temporary roof application:
1. Insulation
a. Mechanically attach insulation to roof deck. Install additional fasteners
to ensure insulation is firm under foot.
b. Stagger joints at least 6 inches (150mm).
c. Drive mechanical fasteners flush to top surface.
d. Install boards in courses parallel to roof edges.
e. Firmly butt each board to surrounding boards. Do not jam or deform
boards.
f. Cut and fit boards where roof deck intersects vertical surfaces.
g. Filler boards require two (2) fasteners per board, minimum. Filler size:
18 inches (460mm) in length or width, minimum.
h. Fastener density: 1 fastener every 2 sq. ft. (0.19 sq. meter).
B. Install two (2) plies ply sheet, shingle fashion in hot melt adhesive.
1. Place ply sheets to ensure water will flow over or parallel to, but never
against exposed edges.
2. Overlap starter strips 20 inches (510 mm) with the first ply, then overlap each
succeeding ply 19 inches (480 mm).
32
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3. Use 18 and 36 inch (460 and 910 mm) wide plies:. to start and finish roof
membrane along roof edges and terminations. -
4. Lap ply sheet ends 6 inches (150 mm). Stagger end laps 12 inches (305
mm) minimum.
5. Apply adhesive no more than 10 feet (3 meters) ahead of each roll being
embedded.
6. Ensure complete and continuous seal and contact between bitumen and ply
sheets, including ends, edges, and laps without wrinkles, fishmouths, or
blisters. Broom each ply before adhesive cools from un mopped side.
a. Broom width: 34 inches (860 mm) minimum.
7. Avoid walking on plies until adhesive has set.
8. Seal all roof openings using 2 plies reinforcing membrane/asphalt.
C. Cellular concrete:
1. Install cellular concrete to prepared area, 2 inches (50 mm) minimum
thickness, sloped to existing drains. Slope: 1 % (1/8 inch per running foot)
minimum.
2. Mix and pump cellular concrete into place using personnel and equipment
approved by cellular concrete manufacturer. Mixing time shall be sufficient to
provide a consistent, thorough mix that will flow freely and screed to a
smooth surface.
3. Proportion cellular concrete to ~vide a density at point of placement of 40
Ibs. per cubic foot (641 kg/m) [:t 5 percent] and 28 days compressive
strength of 180 psi (1240 kPa) minimum.
4. Place only when air temperatures of 400F (40C) or above are predicted for
first 24 - 48 hours after placement.
a. Cover deck with slurry coat. Thickness: 3/4 inch (19 mm) minimum.
b. Embed insulation into fluid slurry coat. Graduate thickness of insulation
from high to low point. Stagger end joints. Butt all joints to moderate
contact. Allow slurry coatlinsulation to set 24 hours.
c. Install top pour of cellular concrete over insulation. Fill all bond holes.
Minimum top cover thickness over insulation: 2 inches (50 mm).
d. Use screeds and darbies to attain smooth, even surface.
e. Plan work to minimize cold joints. Scarify cold joints to provide
mechanical key.
f. Protect installation from freezing until initial set is attained.
5. Roofing readiness:
a. Allow cellular concrete to cure to achieve sufficient surface hardness to
adequately withstand foot traffic and other light roofing operations
without damage (minimum two (2) days).
b. Upon completion of the installation of the lightweight insulating concrete
system, the roofing contrador is responsible for minimizing water entry
into the lightweight insulating concrete system and for removing excess
water (from rain) from the lightweight insulating concrete system.
Follow recommendations from the manufacturer of the lightweight
33
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insulating concrete manufacturer for the ren'l(~_val of excess rain water
from the system if rain infiltration occurs. -
c. Ensure exposed surface and entire lightweight insulating concrete
system is dry prior to beginning roof system installation.
3.08 BASE SHEETI VAPOR RETARDER
A. Ensure deck is dry.
B. Install foillkraft laminate barrier sheet over lightweight insulating concrete. Place foil
side down to the deck. Sidelaps - 2 inch (50 mm) minimum; endlaps - 4 inch (100
mm) minimum. Nail to hold in place.
C. Install base sheet over foillkraft laminate barrier sheet. Lap 4 inches (100 mm) on
sides and ends. Mechanically attach 7 inches (178 mm) o.c. at lap and 2 rows
staggered 7 inches (178 mm) o.c., 12 inches (300 mm) from each edge.
D. Increase the number of fasteners used to secure base sheet by 70% in the
perimeter areas and 160% in the comer areas. Determine fastener density on a
unit area per fastener basis. Add additional rows and increase fasteners per row.
Do not space fasteners closer than 4 inches (102 mm) o.c.
E. Lay base sheet dry over blocking and extend to outside edge of blocking. Extend
base sheet up wall or vertical blocking and terminate directly under counterflashing.
Do not adhere base sheet to vertical substrate. Do not seal off top edge of base
sheet.
3.09 THERMAL INSULATION
A. None.
3.10 CRICKETS
A. None.
3.11 ROOF SYSTEM APPLICATION
A. Install the following prior to application of the roofing system:
1. Cants at perimeter and around curbs.
,
B. Mechanically attach base sheet to lightweight insulating concrete as desaibed in
34
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previous section for base sheet installation.
C. According to roof system manufacturers recommendations, cut fiberglass reinforced
sheets which will be applied in cold process adhesive in 16-20 ft (5.5-6.1 meter)
lengths. Allow lengths to relax at least 30 minutes. 550F (130C), or above; 60
minutes below 550F (130C). Stack in lengths; do not reroll.
D. Install three (3) plies of precut, relaxed ply sheet, shingle fashion. Overlap starter
strips 26 inches (660 mm) with first ply, then overlap each succeeding ply 24-213
inches (630 mm). Place ply sheets to ensure water will flow over or parallel to, but
never against exposed edges.
E. Use 12, 24, 36 inch (305, 610, 910 mm) wide plies to start and finish roof
membrane along roof edges and terminations.
F. Immediately after installation, broom and/or roll ply sheet. Ensure complete and
continuous seal and contact between adhesive and felts, including ends, edges and
laps without wrinkles, fish mouths, or blisters. Broom/roller width: 34 inches (860
mm) minimum.
G. Apply uniform and continuous pressure to exposed edge and end laps to ensure
complete adhesion.
H. Avoid walking on plies until adhesive has set.
I. Overlap previous day's work 24 inches (610 mm).
J. Lap ply membrane ends 4 inches (100 mm). Stagger end laps 3 feet (910 mm)
minimum.
K. Embed each ply in a uniform and continuous application of cold frocess interply
adhesive. Interply application rate: 3 gallons per 100 sq. ft. (1.2 Urn ).
3.12 DAILY WATERSTOPfTIE-INS
A. Remove embedded gravel/debris from top ply of felt along termination.
1. Width: 18 inches (460 mm).
B. Adhere 12 and 18 inch (305 and 460 mm) wide ply sheets from exposed deck to
existing roofing with a continuous 1/16 inch (1.6 mm) thick application of tie-off
mastic. Glaze cut-off with surfacing mastic. Extend 18 inch (460 mm) wide felt 3
inches (80 mm) either side 12 inch (305 mm) felt.
C. Install "deadman" insulation filler at insulation staggers.
35
D. Extend roofing system at least 12 inches (305 mm onto prepared area of adjacent
roofing. Seal edge with 6 inches (150 mm) wide reinforcing membrane embedded
between alternate courses of tie-off mastic.
E. At beginning of next day's work remove temporary connection by cutting felts evenly
along edge of existing roof system. Remove "deadman" insulation fillers.
3.13 PERMANENT WATERSTOprrIE-INS
A. Remove embedded gravel/debris from top ply of felt along termination.
1. Width: 18 inches (460 mm). Sweep clean. Prime swept surface with asphalt
primer at 100 sq. ft. per gallon (2.5 m2/L).
B. Adhere 12 and 18 inch (305 and 460 mm) wide ply sheets from exposed deck to
existing roofing with a continuous application of tie-off mastic. Glaze cut-off with
surfacing mastic. Extend 18 inch (460 mm) wide felt 3 inches (760 mm) either side
12 inch (305 mm) felt.
C. Extend roofing system at least 12 inches (305 mm) onto prepared area of adjacent
roofing. Seal edge with 6 inch (150 mm) wide reinforcing membrane embedded
between alternate courses of tie-off mastic.
3.14 MEMBRANE REPAIRS
A. Unadhered felt edges or fishmouths:
1. Unadhered ply sheet within 2 inches (50 mm) or less from exposed edges:
a. Cut away unadhered felts and remove dust and debris; dry.
b. Apply asphalt mastic to seal.
B. Unadhered ply sheet more than 2 inches (50 mm) in from the ply edge:
1. Cut away unbonded ply sheets until firmly laminated sheets are reached.
Clean; dry.
2. Reinforce and seal prepared area with reinforcing mesh embedded between
alternate continuous applications of asphalt mastic.
C. All defects shall be repaired using at least one additional ply in area being repaired.
D. Use same membrane materials. Adhere repair materials in manner as specified for
original membrane. Install surfacing to match existing surrounding area.
3.15 FLASHINGS
36
A. General flashing requirements:
1. Elastomeric Flashing:
a. Elastomeric sheeting width: Sufficient to extend at least 6 inches (150
mm) beyond toe of cant onto new roof.
b. Adhere elastomeric sheeting completely to flashing surface, cant, and
roofing with Sheeting Bond flashing adhesive. After application of
Sheeting Bond flashing adhesive, allow adhesive to remain open for 15
minutes minimum to flash off solvent prior to setting elastomeric
sheeting into the Sheeting Bond flashing adhesive.
c. Apply consistent pressure to entire surface of elastomeric sheeting
using a steel hand roller to achieve full adhesion of the sheeting to the
flashing substrate. Ensure complete bond and continuity without
wrinkles or voids. Lap vertical sheeting ends 4 inches (100 mm).
d. Seal bottom horizontal edges of elastomeric sheeting to the roof system
with reinforcing membrane embedded in a base course of Sheeting
Bond flashing adhesive and a top course of Polyroof LV modified
bituminous mastic.
e. Seal vertical laps of elastomeric sheeting with reinforcing membrane
embedded in a base course of Sheeting Bond flashing adhesive and a
top course of Polyroof LV modified bituminous mastic.
2. Composition flashing (Two Plies):
a. Cut flashing ply in lengths not to exceed 10 feet (3 meter).
b. Adhere first flashing ply to flashing substrate in a continuous application
of asphalt mastic. Remove wrinkles and voids. Overlap sections 4
inches (100 mm).
c. Extend flashing ply 4 inches (100 mm) beyond toe of cant.
d. Cut additional flashing ply in lengths not to exceed 10 feet (3 meter).
Apply asphalt mastic to first flashing ply in a continuous 1/16 inch (1.6
mm) thick application. Embed second flashing ply into mastic. Lap
flashing membrane ends 4 inches 100 mm); extend membrane 6 inches
(150 mm) beyond toe of cant; press sheet firmly in place. Ensure
complete bond and continuity without wrinkles or voids. Adhere laps
with asphalt mastic. Seal vertical laps of flashing membrane with
reinforcing membrane embedded between altemate continuous
courses of asphalt mastic.
3. Two-Ply Stripping for metal flanges:
a. Set flange in asphalt mastic. Seal flange with two (2) stripping plies
embedded between altemate applications of stripping
adhesivelbitumen. Extend first ply 4 inches (100 mm) beyond flange;
second ply 2 inches (SO mm) beyond first ply.
4. Two-ply stripping for base flashings:
a. Seal horizontal edge and vertical lap of flashing with two (2) stripping
plies embedded between altemate applications of stripping
adhesivelbitumen. Extend first ply 4 inches (100 mm) beyond flashing
37
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sheet; second ply 2 inches (50 mm) beyond fi~t ply.
B. At perimeter edges:
1. Install new roofing to top of wood cant at raised edge. Nail with spiral or
annular shank nails, 8 inches (200 mm) o.c. Nails to have 1 inch (25 mm)
integral cap.
2. Secure fascia bottom with 3/4 inch (19 mm) lock to continuous deat nailed
16 inches (410 mm) o.C. Cleat shall be 1 gauge heavier than fascia.
a. Gap fascia ends 1/2 inch (13 mm); overlap deat joints - 1 inch (25 mm).
Set flange in mastic. Cover fascia ends with cover plate profiled to
fascia. Set cover in elastomeric mastic; nail to wood blocking through
gap between fascia joints.
3. Install two (2) ply stripping for composition base flashings described in
general flashing requirements section.
C. At wall flashings:
1. Adhere cant strip to flashing base in a continuous application of solvent free
insulation adhesive.
2. Install elastomeric base flashing described in general flashing requirements
section.
3. Secure top edge of flashing membrane to vertical substrate with termination
bar secured 8 inches (200 mm) o.c. maximum.
4. Provide five-course seal/reinforcement at top of flashing membrane.
a. Embed two (2) courses reinforcing mesh in alternate continuous
applications of asphalt mastic; leave no voids. Cover reinforcing mesh
with a top course of asphalt mastic.
5. Fabricate and install new counterflashing.
6. Install surface mount counterflashing with flashing tape. Mechanically fasten
8 inches (200 mm) o.c. maximum.
7. Wipe dean metal surfaces of flashing joint with metal deaner. Prime metal
joint surfaces with metal primer. Allow to dry.
8. Caulk flashing joint. Provide watershed. Tool neatly.
D. At scupper locations:
1. Install cant strip up to scupper opening.
2. Install roofing to top edge of cant.
3. Fabricate and install metal scupper.
4. Install base flashings desaibed in general flashing requirements section.
5. Fabricate and install new counterflashing.
E. At plumbing vents:
1. Wedge plumbing vent tight against deck.
2. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface
receiving metal flange.
3. Fabricate and install plumbing vent flashing from lead. Flange: 4 inches (100
38
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mm) wide minimum; extend completely around p-eriphery of vent flashing.
Set flange into mastic. Neatly dress flange with wood block.
4. Prime metal flange with asphalt primer.
a. Pipe outside diameter greater than 2 inches (50 mm): Bend lead inside
pipe 1 inch (25 mm) minimum with pliers or rubber/plastic mallet;
replace cracked lead.
b. Pipe outside diameter 2 inches (50 mm) or less: Cut lead at vent top;
fabricate and install integral lead cap.
c. Mechanically fasten plumbing vent to substrate, 3 inch (75 mm) o.c.
staggered.
5. Install two (2) ply stripping for metal flanges as described in general flashing
requirements section.
F. At copings:
1. Installation of light metal parapet cap.
a. Install wood blocking.
b. Install continuous bent cleat on outside edge of wood blocking. Cleat
shall be 1 gage heavier than coping cover. Lap ends 1 inch (25 mm).
Nail 16 inches (400 mm).
c. Install shims or beveled wood strips to provide inward slope to finished
coping cap.
d. Place a base sheet felt over top of parapet blocking. Extend down 2
inches (50 mm) minimum over edges.
e. Fabricate and install coping cover. Connect coping sections with 1-1/4
inch (32 mm) high standing seam. Extend front and rear sides of cover
2 inches (50 mm) beyond wood blocking. Bend lower edges out 30
degrees maximum to form drip edge. Attach outside edge to
continuous cleat with 3/4 inch (19 mm) lock. Attach inside edge to
wood blocking 24 inches (610 mm) o.c. At comers, form standing seam
and miter.
G. At pitch pans:
1. Fabricate pitch pans, fitted with matching hood covers. Sides: 4 inches (100
mm) high, hemmed to outside at top edge. Flange: 4 inches (100 mm) wide,
completely around periphery. Clearance between projection and pitch pan: 2
inches (50 mm). Set flange in mastic.
2. Pack gap between roof-penetrating element and deck with compressible
insulation. Seal with reinforcing membrane embedded between alternate
courses of asphalt mastic.
3. Nail flange to substrate 3 inches (75 mm) o.c., staggered.
4. Prime metal flange, projection, and pitch pan interior with asphalt primer.
5. Install two (2) ply stripping described in general flashing requirements
section.
6. Fill pitch pan to within 1 inch (25 mm) from top with non shrink grout. Allow to
set firm.
39
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7. Fill pitch pan with asphalt mastic. Double fill if necessary.
8. Fabricate and install umbrella with drawband over pitch pan. Tighten
drawband.
9. Wipe clean top of umbrella and projection with metal cleaner. Prime surface
with metal primer.
10. Caulk stack/sheet metal interface. Provide watershed. Tool neatly.
H. At equipment stands (pipe):
1. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface
receiving metal flange.
2. Fabricate and install sleeve flashing. Height: 8 inches 200 mm. Flange
width: 4 inches (100 mm). Flange to extend completely around flashing
periphery. Solder all joints. Double solder vertical joints.
3. Nail flange to substrate 3 inches (75 mm) o.c., staggered.
4. Prime flange with asphalt primer.
5. Install two (2) ply stripping described in general flashing requirements
section.
6. Fabricate umbrella and install drawband; cover sleeve flashing 3 inches (75
mm) minimum. Install immediately above sleeve flashing. Tighten
drawband.
7. Wipe clean top of umbrella and projection with metal cleaner. Prime surface
with metal primer.
8. Caulk projection/sheet metal jnterface. Provide watershed. Tool neatly.
I. At metal sleeve and storm collar(s):
1. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface
receiving metal flange.
2. Fabricate and install sleeve flashing. Height: 8 inches (200 mm). Flange
width: 4 inches (100 mm). Flange to extend completely around flashing
periphery. Solder all joints. Double solder vertical joints.
3. Nail flange to substrate 3 inches (75 mm) o.c., staggered.
4. Prime flange with asphalt primer.
5. Install two (2) ply stripping described in general flashing requirements
section.
6. Fabricate storm collar with bolted connection. Cover sleeve flashing 3 inches
(75 mm) minimum. Tighten bolts.
7. Wipe clean top of storm collar and projection with metal cleaner. Prime
surface with metal primer. Caulk projection/sheet metal interface. Provide
watershed. Tool neatly.
J. At piping through roof deck:
1. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface
receiving metal flange.
2. Fabricate and install two piece pipe box. Bottom portion fabricated with 4
inch (100 mm) flange. Top section notched to fit over piping.
40
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3. Set flange in mastic, nail flange to wood blocking 3 inches (75 mm) o.c.
Prime flange. -
4. Fill box interior with batt insulation.
5. Fasten top and closure detail to bottom.
6. Wipe clean metal surfaces of box and piping with metal cleaner. Prime metal
with metal primer. Caulk joint between box and piping. tool neatly.
7. Install two (2) ply stripping described in general flashing requirements
section.
K At roof drains:
1. Install tapered edge strip around drain to create approximate 48 x 48 inch
(1220 x 1220 mm) sump. Miter comers. Seal toe of tapered edge to drain
rim with reinforcing membrane embedded between alternate courses of
asphalt mastic.
2. Install roofing system into sump and onto drain rim.
3. Plug drain to prevent water entry until service connection is completed.
4. Prime the bottom side of the lead flashing.
5. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface
receiving soft copper flashing.
6. Set single piece lead flashing in mastic centered over drain; extend lead 6
inches (150 mm) beyond drain rim. Neatly dress lead with wood block.
7. Clamp flashing collar to drain in bed of mastic.
8. Neatly cut leadlfelts within drain at rim. Lead to extend 1 inch (25 mm) into
bowl.
9. Prime lead with asphalt primer.
10. Install two (2) ply stripping described in general flashing requirements
section. Stripping shall not extend under clamping ring.
11. For working drains, remove drain plug upon completion of work each day.
3.16 SURFACING TREATMENT ON FLASHINGS
A. Surfacing for Elastomeric Flashing.
1. None.
3.17 SURFACING APPLICATION
A. Allow cold process roof system to cure for 30 days minimum prior to application of
surface coating.
B. Roof surfacing:
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1. Prior to application of surface treatment system, contractor shall inspect roof
with manufacturer's representative.
2. Prime asphaltic surface with waterbased asphalt primer.
a. Coverage rate: 200 square feet per gallon (5.0 square meters per liter).
b. Allow primer to fully dry.
1. Over entire roof surface apply the surface coating high build aaylic polymer
roof coating in a uniform and continuous manner according to manufacturer's
recommendations.
a. Total coverage rate: 4 gallons per 100 square feet (1.6 liters per
square meter).
b. Apply in a two coat process.
3.18 WALKWAYS
A. None.
3.19 LIGHTNING PROTECTION SYSTEM
A. Install new wood blocking and pitch pans with hoods at downlead entry points.
B. Lightning protection system may be disconnected to facilitate work. Reconnect
daily or before arrival of inclement weather. Ensure air terminals are anchored and
vertical.
3.20 PAINTING
A. None.
3.21 ADJUSTING AND CLEANING
A. Repair of deficiencies:
1. Installations of details noted as deficient during final inspection must be
repaired and corrected by applicator, and made ready for reinspection, within
five (5) working days.
B. Clean-up:
1. Immediately upon job completion, roof membrane and flashing surfaces shall
be cleaned of debris.
2. Clean gutters and downspouts of debris.
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SPECIFICAnONS
GENERAL CONDlnONS
By executing the contract, the Contractor represents that he has visited the site, familiarized
himself with all conditions under which the work is to be performed, and correlated his
observations with the requirements of the contract.
The Contractor shall not commence work until he has obtained all insurance required and such
insurance has been approved by the Board of Education. The Contractor shall take out and
maintain during the life of the contract such public liability, property damage, and
compensation insurance as shall protect him, the City of Miami Beach and any subcontractor,
from claims and damages for personal injury, including accidental death, and property
damages which may arise from operations of this contract.
The Contractor shall give all notices and comply with all laws, ordinances, rules, and
regulations bearing on the conduct of the work specified. Permits and licenses necessary for
the execution of the work shall be paid for by the Contractor.
The Contractor shall not discriminate against any person in the performance of work under this
contract because of race, religion, color, sex, physical handicap, national origin, or ancestry.
In all solicitations of advertisements for employees, the Contractor shall indude the phrase
"Equal Opportunity Employer" or a similar phrase to be approved by the state Commission of
Civil Rights.
The Contractor shan at all times enforce proper conduct among his employees and shall not
employ on the project any unfit person or any workman not skilled in the task assigned to him.
SPECIAL CONDIOONS
The material Manufacturer's Representative shall be present during the critical stages of the
work, as required by the specifications, for the purpose of monitoring the installation of
materials. The Contractor shall cooperate with the Manufacturer's Representative, correcting
any deficiencies he brings to the Contractor's attention, and affording him ample opportunity
and time to check the work as it progresses. This shall not relieve Contractor of its sole
responsibility for proper workmanship.
The Contractor will be held responsible for determining if weather conditions on any given day
will permit successful completion of work
started on that day. Where removal of existing roof is required, the Contractor WILL REMOVE
NO MORE ROOF AREA THAN CAN BE REPLACED ON THE SAME DAY, CARRYING THE
NEW WORK TO A POINT WHERE A GLAZE COAT HAS BEEN APPLIED. BUILDING
INTERIORS MUST BE KEPT DRY AT ALL TIMES.
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The Contractor shall at all times keep the premises free from accumu1ation of waste materials
or rubbish caused by his operations. On completion of the work, he shall remove all waste
materials and rubbish from and about the project, as well as all tools, equipment and surplus
materials.
Upon completion of the work, a final inspection will be conducted by the City of Miami Beach
Property Management representative and the materials manufacturer representative. After
satisfactory correction of any deficiencies found during final inspection, the City of Miami
Beach Property Management Director will issue a written acceptance of the work, the date of
such acceptance to establish the date of completion.
Any details or practices not covered by these specifications or other contract documents shall
be in full compliance with current NRCA Roofing manual, good roofing practice, and with
acceptable fire insurance requirements and/or local building codes.
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Each bidder for the work included in the specifications and drawingsfl1Gi the contract
documents shall submit with their bid the data requested in the following-schedule of
information. This data must be included in and made part of each bid dOcument and contained
in the sealed envelope. Failure to comply with this instruction may be regarded as justification
for rejecting the Contractor's Proposal. Submit one (1) copy of this statement.
4S
y
1. Name of bidder
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2. Name of Material Supplier
1. Number of years manufacturing this roof system
2. Location of wholly owned and operated manufacturing facilities.
Facility Facility
Product Product
Street Street
City City
State State
% of product used % of product used
mfg at this plant mfg at this plant
Facility Facility
Product Product
Street Street
City City
State State
% of product used % of product used
mfg at this plant mfg at this plant
3.Submit Material Safety Data Sheets on products to be used.
4.Submit current independent laboratory results on roofing system that is proposed, prior to award of
contract.
5. The proposed roof system to be installed shall meet all local and state safety, health, fire and
building code requirements.
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BIDDING INSTRUCTIONS J.
BIDDER NAME/ADDRESS:
"' ,r "!
PRE-BID MEETING:
TIME:
BID DUE DATE:
TIME:
DIRECT BIDS TO:
City of Miami Beach Procurement Department
1700 Convention Center Dr.
Miami Beach FL. 33139
BID #1
$
QUOTE UNIT PRICES FOR THE FOLLOWING: (Not included in Base Bid)
Per sq. ft.
Deck replacement
$
$
Deck repair
$
$
Roof Removal
Additional insulation replacement
$
$
$
47
Coping replacement
$
$
Wood blocking replacement
Installation of new drains (no service connection)- per drain
Installation of new drains (with service connection) - per drain
Drain repair - per drain
Unit removal - per unit
Additional costs of project as a result of the
presence of asbestos containing roofing materials
$
$
$
$
$
$
$
/total
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Rep Name: _Ricardo Moncada
Phone/FAX: (954) 217-0029
DATE:
PROJECT:
CONTRACTOR:
PRE-FINAL INSPECTION CHECKLIST
The following items are to be checked and initialed by superintendentlforeman and the list the faxed
to manufacturer's representative prior to calling for any PRE-SURFACING INSPECTION.
Termination Bar: Reinforced flashing is sandwiched with gasket tape between the wall and the
top edge of reinforced flashing. Termination bar is to be mechanically fastened 8
inches on center.
Round roof penetrations, i.e., pipes, supports, etc. Gasket tape, stainless steel clamps,
caulking, metal umbrellas are installed.
Fan housings, exhaust units and equipment on small curbs have been secured with correct
screw fasteners and washers. Housings, duct work, and equipment have been cleaned
of all asphalt marksloverspray, or painted.
Roof Drains: New bolts are in placed and tight. Clamping rings and rim cleaned, drains tested,
dome cover in place. Sump installed.
Three {3} coursing is completed at all reinforced elastomeric flashing terminations to the roof
49
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membrane. Five coursing or targets are completed at all nfetal flanges (gravel stops,
lead flanges, pitch pans, etc.). There shall be no reinforeiJ;1i fabric or membrane
showing through mastic.
All flanges properly secured to deck with appropriate fasteners nailed 3" on center and
staggered.
Caulk outside of the perimeter of thru-wall drains/scuppers.
Wood blocking and walkpads have been installed under all pipe and conduit runs on the roof,
including conduit clamps to blocking. Clamps to be loose fitting.
Mastic, asphalt, and/or adhesive is cleaned off all pipes, conduits, metal surfaces,
penetrations, perimeter metal and walls, or completely painted.
Gravel stop, coping, or perimeter metal has been properly butted and with cover plates,
interlocking laps, and metal fits tightly. The face of the gravel stop metal has been
cleaned or painted to match original if specified.
Gutters have been cleaned out and coated with rust prohibitive paint or coating (if specified).
Strainers have been installed at all downspout locations. Downspouts have been
cleaned out and water flows through. Downspouts have be secured.
_ Gravel surface has been neatly dressed.
Sheet metal corners installed and properly secured where metal flashing has been broken.
Walk pads have been installed at all service areas of roof top equipment, roof hatch, roof
ladders, doors, etc. and in areas required per specifications.
The grounds surrounding the building or project area and the setup areas have been cleaned
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and all asphalt has been cleaned from grounds. All debfis and ROOFING NAILS have
been deaned up and disposed of. .." l~
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The specifications, scope of work, and any special notes or applications have been reviewed
and completed to ensure all items have been addressed.
Pitch pans properly filled with grout, specified mastic, and sheet metal covers installed and
sealed.
Field deficiencies have been repaired, such as dry laps, fishmouths, blisters, tom felts, etc.
All AlC duct seams sealed as specified.
THANK YOU FOR YOUR COOPERATION!
FOREMAN
SUPERINTENDENT
DATE
NOTE: FINAL INSPECTION WILL BE SCHEDULED UPON COMPLETION OF FORM!!!
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CONTRACT CHANGE ORDER FORMc~
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Project Name: Byron - Carlyle Theater
Roof 10:
Location:
Miami BeaCH
To: (Contractor)
Address:
City/StatelZip:
Date:
Contractor is directed to make these changes in this contract:
Reason for change:
U**UNot valid unless signed by Owner and Contractor-
Original Contract Sum:
Net Change by previous changes:
Contract sum prior to this change:
Net change from this change order:
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..New Contract Sum:
J.
Increase I Decrease in Contract Time:
. . .os
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Date of Substantial Completion:
Contractor:
Owner:
Company Name:
Company Name:
Date:
Date:
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S.lected Details
103 Light Metal Edge, Raised
204 Wall Flashing, Concrete
205 Coping Cap
207 Scupper
304 Equipment Stand
310 Plumbing Vent
312 Through Deck Piping Box
314 Drain Detail
316 Pitch Pocket with Grout
318 Stack Flashing
321 Temporary Tie-Ins
322 Permanent Tie-Ins
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