HomeMy WebLinkAboutPR 22404: APPROVING AGREEMENT WITH MARSH WATERPROOFING FOR EXTERIOR REPAIR Memorandum
City of Port Arthur, Texas
Robert A. "Bob"Bowers Civic Center
To: The Honorable Mayor and City Council
Through: Ron Burton, City Manager
From: Adam J Saunders,Civic Center Dir
RE: Proposed Resolution No. 22404
Pompeiian Villa suffered damages caused by Hurricane Laura and Delta. This work will mainly be on the
upper lattice. Marsh Waterproofing of Vidor, Texas will do the work for a cost of$80,000.00.
ANALYSIS/CONSIDERATION:
The damages from Hurricane Laura and Delta mainly did damage to the upper lattice. Insurance money
for damages from Hurricane Laura has been received at $62,777.93 from Pompeiian Villa. Insurance
money has not yet been finalized from Hurricane Delta for Pompeiian Villa. The cost related will be
reimbursed from any insurance payments to the City.
The Purchasing Division advertised for this on 12/31/21 & 1/7/22.
Five bids were received:
• Marsh Waterproofing $80,000.00
• McInnis Construction, Inc $157,225.00
• Mike Barnett Construction $147,160.00
• N&T Construction $175,000.00
• Resto Con $279,400.00
RECOMMENDATION
A resolution authorizing the City Manager to enter into an agreement with Marsh Waterproofmg of
Vidor, Texas. for the repair of the exterior of Pompeiian Villa in the amount of$80,000.00.
BUDGETARY AND FISCAL EFFECT
Funds are available in hurricane account#LAUR15-GRE-BUM and #DLTA 15-GRE-BUM
STAFFING EFFECT
None
P.R. No. 22404
02/16/22 AJS
PAGE 1 of 3
RESOLUTION NO.
A RESOLUTION AUTHORIZING THE CITY MANAGER TO ENTER INTO AN
AGREEMENT WITH MARSH WATERPROOFING OF VIDOR, TEXAS. FOR THE
REPAIR OF THE EXTERIOR OF POMPEIIAN VILLA IN THE AMOUNT OF
$80,000.00. FUNDS ARE AVAILABLE IN HURRICANE ACCOUNT#LAUR15-GRE-
BUM AND #DLTA15-GRE-BUM
WHEREAS, Pompeiian Villa requires repairs for damages from Hurricanes Laura and
Delta; and
WHEREAS, these repairs are mainly on the upper lattice of the building; and
WHEREAS, Purchasing advertised in the Port Arthur News on December 31, 2021 and
January 7, 2022; and
WHEREAS, five bids were received on February 9, 2022 (Exhibit"A"); and,
WHEREAS, Marsh Waterproofing of Vidor, Texas is the lowest bid and qualified to
perform the work for the amount of$80,00.00.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF PORT ARTHUR:
THAT,the facts and opinions in the preamble are true and correct.
THAT,the City Manager is hereby authorized to enter into an agreement with Marsh
Waterproofing of Vidor, Texas for the repair of the exterior of Pompeiian Villa in the amount of
$80,000.00, in substantially the same form as attached here to as Exhibit"B".
THAT, the funding for said agreement is $80,000.00.
THAT a copy of the caption of this Resolution be spread upon the Minutes of the City
Council.
READ, ADOPTED, AND APPROVED, this day of March 2022 AD, at a
Regular Meeting of the City Council of the City of Port Arthur, Texas by the following Vote:
P.R. No. 22404
02/16/22 AJS
PAGE 2 of 3
AYES: Mayor:
Councilmembers:
NOES:
Thurman "Bill" Bartie, Mayor
ATTEST:
Sherri Bellard, City Secretary
AP A TO FORM:
alecia Ti , torne
APPROVED FOR ADMINISTRATION:
Ronald Burton, City Manager
APPROVED AS TO FUND AVAILABILITY:
()) , / /4, LA
Kandy
Dam* Interim Director of Finance Clifto Williams, CPP , Purchasing Manager
The LaBiche
ARCHITECTURAL GROUP, INC.
Dohn H.LaBiche,FAIA February 9, 2022
Principal
Greg Wall,AIA
Principal City of Port Arthur
7999 Gladys Avenue, Mr. Adam Saunders
Suite 101 3401 Culture Ctr Dr
Beaumont,Texas 77706 Port Arthur, Texas 77642
(409)860-0197
Fax:(409)860-0198
www.labiche.com Re: Historic Rehabilitation of Pompeiian Villa
Dear Mr. Saunders:
ARCHITECTURE
Upon examination of the bids received on February 9, 2022, for the above
PROJECT referenced project, we have determined Marsh Waterproofing of Vidor, Texas to be
CONSULTING the low bidder for your project. We have examined their qualifications and Bid
documents. It is our suggestion that the contract be awarded to Marsh
PLANNING Waterproofing in the amount of Eighty Thousand Dollars and Zero Cents ($
80,000). We have past experience in working with this company and have
experienced successful working relationships in the past.
INTERIOR
DESIGN Upon your approval we will begin to gather the required documents: Payment &
Performance Bonds, Schedule of Values, Insurance, work schedule, etc. Upon
receiving these documents from the Contractor, we will issue a Notice to Proceed.
We look forward to beginning this project and working with the you and the City of
Port Arthur. If there are any questions or you need further information, please notify
my office.
Sincere) D
": m'j
Dohn . LaBiche FAIA
DHL/bo l'.\(5,•(te
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EXHIBIT "B"
Document A101 2017
Standard Form of Agreement Between Owner and Contractor where the basis of
payment is a Stipulated Sum
AGREEMENT made as of the Seventeenth day of February in the year Two Thousand
Twenty-Two
(In words, indicate day, month and year.)
BETWEEN the Owner:
(Name, legal status,address and other information) This document has important
legal consequences.Consultation
City of Port Arthur with an attorney
Ron Burton.City Manager is encouraged with respect to
3401 Culture Ctr.Dr. its completion or modification.
Port Arthur.Texas 77640
The parties should complete
A1010-2017,Exhibit A,
andInsurance and Bonds,
the Contractor:
contemporaneously with this
(Name, legal status,address and other information) Agreement.AIA Document
A201e-2017,General Conditions
Marsh Waterproolino,Inc. of the Contract for Construction,
240 S Main St,#2 is adopted in this document by
Vidor.Texas 77662 reference.Do not use with other
general conditions unless this
document is modified.
for the following Project:
(Name, location and detailed description)
Historic Rehabilitation of Pompeiian Villa
1953 Lakeshore Dr.
Port Arthur.Texas
The Architect:
(Name, legal status,address and other information)
The LaBichc Architectural Group.Inc.
7999 Gladys Ave
Suite 101
Beaumont,Texas 77706
The Owner and Contractor agree as follows.
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TABLE OF ARTICLES
1 THE CONTRACT DOCUMENTS
2 THE WORK OF THIS CONTRACT
3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
4 CONTRACT SUM
5 PAYMENTS
6 DISPUTE RESOLUTION
T TERMINATION OR SUSPENSION
8 MISCELLANEOUS PROVISIONS
9 ENUMERATION OF CONTRACT DOCUMENTS
EXHIBIT A INSURANCE AND BONDS
ARTICLE 1 THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement,Conditions of the Contract(General,Supplementary,and other
Conditions),Drawings,Specifications,Addenda issued prior to execution of this Agreement,other documents listed
in this Agreement,and Modifications issued after execution of this Agreement,all of which form the Contract,and are
as fully a part of the Contract as if attached to this Agreement or repeated herein.The Contract represents the entire
and integrated agreement between the parties hereto and supersedes prior negotiations,representations,or agreements,
either written or oral.An enumeration of the Contract Documents,other than a Modification,appears in Article 9.
ARTICLE 2 THE WORK OF THIS CONTRACT
The Contractor shall fully execute the Work described in the Contract Documents,except as specifically indicated in
the Contract Documents to be the responsibility of others.
ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
§ 3.1 The date of commencement of the Work shall be:
(Check one of the following boxes.)
[ ] The date of this Agreement.
[ X ] A date set forth in a notice to proceed issued by the Owner.
[ ] Established as follows:
(Insert a date or a means to determine the date of commencement of the Work)
If a date of commencement of the Work is not selected,then the date of commencement shall be the date of this
Agreement
§ 3.2 The Contract Time shall be measured from the date of commencement of the Work.
Init. AIA Document A1010-2017.Copyright®1915.1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997,2007 and 2017 by The
American Institute of Architects All rights reserved.The"American Institute of Architects;"AIA,"the AIA Logo."A101'and"AIA Contract Documents'are 2
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§ 3.3 Substantial Completion
§ 3.3.1 Subject to adjustments of the Contract Time as provided in the Contract Documents,the Contractor shall
achieve Substantial Completion of the entire Work:
(Check one of the following boxes and complete the necessary information.)
[ X ] Not later than Ninety ( 90 )calendar days from the date of commencement of the Work.
[ ] By the following date:
§ 3.3.2 Subject to adjustments of the Contract Time as provided in the Contract Documents,if portions of the Work are
to be completed prior to Substantial Completion of the entire Work,the Contractor shall achieve Substantial
Completion of such portions by the following dates:
Portion of Work Substantial Completion Date
§ 3.3.3 If the Contractor fails to achieve Substantial Completion as provided in this Section 3.3,liquidated damages,if
any,shall be assessed as set forth in Section 4.5.
ARTICLE 4 CONTRACT SUM
§ 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the
Contract.The Contract Sum shall be Eighty Thousand Dollars and Zero Cents ($ 80,000.00 ),subject to additions
and deductions as provided in the Contract Documents.
§ 4.2 Alternates
§ 4.2.1 Alternates,if any,included in the Contract Sum:
Item Price
N/A
§ 4.2.2 Subject to the conditions noted below,the following alternates may be accepted by the Owner following
execution of this Agreement.Upon acceptance,the Owner shall issue a Modification to this Agreement.
(Insert below each alternate and the conditions that must be met for the Owner to accept the alternate.)
Item Price Conditions for Acceptance
N/A
§ 4.3 Allowances,if any,included in the Contract Sum:
(Identify each allowance.)
Item Price
N/A
§ 4.4 Unit prices,if any:
(Identify the item and state the unit price and quantity limitations, if any,to which the unit price will be applicable.)
Item Units and Limitations Price per Unit($0.00)
N/A
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• American Institute of Architects.All rights reserved.The"American Institute of Architects."'AIA,"the AIA Logo."A101,"and"AIA Contract Documents'are 3
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§ 4.5 Liquidated damages,if any:
(Insert terms and conditions for liquidated damages, if any.)
It is hereby agreed between both parties to this contract that the amount of said damages are hereby
ascertained and liquidated at the greater of two hundred dollars(5200.00)per day of delay.or the actual measurable
damages to the Owner including penalties.or other fees which may be charged to the Owner for failure to meet the
time requirements.The Contractor hereby agrees to pay the stated sum to the Owner for each and every day of
delinquency.
§ 4.6 Other:
(Insert provisions for bonus or other incentives, if any, that might result in a change to the Contract Sum.)
N/A
ARTICLE 5 PAYMENTS
§ 5.1 Progress Payments
§ 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for
Payment issued by the Architect,the Owner shall make progress payments on account of the Contract Sum to the
Contractor as provided below and elsewhere in the Contract Documents.
§ 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the
month,or as follows:
§ 5.1.3 Provided that an Application for Payment is received by the Architect not later than the fifteenth day of a
month,the Owner shall make payment of the amount certified to the Contractor not later than the fifteenth day of the
following month.If an Application for Payment is received by the Architect after the application date fixed above,
payment of the amount certified shall be made by the Owner not later than thirty ( 30j days after the Architect
receives the Application for Payment.
(Federal,state or local laws may require payment within a certain period of time.)
§ 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor
in accordance with the Contract Documents.The schedule of values shall allocate the entire Contract Sum among the
various portions of the Work.The schedule of values shall be prepared in such form,and supported by such data to
substantiate its accuracy,as the Architect may require.This schedule of values shall be used as a basis for reviewing
the Contractor's Applications for Payment.
§ 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of
the period covered by the Application for Payment.
§ 5.1.6 In accordance with AIA Document A201TM-2017,General Conditions of the Contract for Construction,and
subject to other provisions of the Contract Documents,the amount of each progress payment shall be computed as
•
follows:
§ 5.1.6.1 The amount of each progress payment shall first include:
.1 That portion of the Contract Sum properly allocable to completed Work;
.2 That portion of the Contract Sum properly allocable to materials and equipment delivered and suitably
stored at the site for subsequent incorporation in the completed construction,or,if approved in advance
by the Owner,suitably stored off the site at a location agreed upon in writing;and
.3 That portion of Construction Change Directives that the Architect determines,in the Architect's
professional judgment,to be reasonably onably justified.
!nit AlA Document Al0Tt'-2017_Copyright 01915,1918,1925,1937,1951,1958.1961.1963.1967,1974,1977.1987,1991,1997.2007 and 2017 by The
American Institute of Architects.All rights reserved.The'American Institute of Architects;"AIA,"the AIA Logo,'A101,'and"AlA Contract Documents'are 4
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§ 5.1.6.2 The amount of each progress payment shall then be reduced by:
.1 The aggregate of any amounts previously paid by the Owner;
.2 The amount,if any,for Work that remains uncorrected and for which the Architect has previously
withheld a Certificate for Payment as provided in Article 9 of AIA Document A201-2017;
.3 Any amount for which the Contractor does not intend to pay a Subcontractor or material supplier,
unless the Work has been performed by others the Contractor intends to pay;
.4 For Work performed or defects discovered since the last payment application,any amount for which
the Architect may withhold payment,or nullify a Certificate of Payment in whole or in part,as provided
in Article 9 of AIA Document A201-2017;and
.5 Retainage withheld pursuant to Section 5.1.7.
§ 5.1.7 Retainage
§ 5.1.7.1 For each progress payment made prior to Substantial Completion of the Work,the Owner may withhold the
following amount,as retainage,from the payment otherwise due:
(Insert a percentage or amount to be withheld as retainage from each Application for Payment. The amount of
retainage may be limited by governing law.)
Five Percent(5%)
§ 5.1.7.1.1 The following items are not subject to retainage:
(Insert any items not subject to the withholding of retainage,such as general conditions, insurance, etc.)
N/A
§ 5.1.7.2 Reduction or limitation of retainage,if any,shall be as follows:
(If the retainage established in Section 5.1.7.1 is to be modified prior to Substantial Completion of the entire Work,
including modifications for Substantial Completion of portions of the Work as provided in Section 3.3.2, insert
provisions for such modifications.)
NIA
§ 5.1.7.3 Except as set forth in this Section 5.1.7.3,upon Substantial Completion of the Work,the Contractor may
submit an Application for Payment that includes the retainage withheld from prior Applications for Payment pursuant
to this Section 5.1.7.The Application for Payment submitted at Substantial Completion shall not include retainage as
follows:
(Insert any other conditions for release of retainage upon Substantial Completion.)
N/A
§ 5.1.8 If final completion of the Work is materially delayed through no fault of the Contractor,the Owner shall pay
the Contractor any additional amounts in accordance with Article 9 of AIA Document A201-2017.
§ 5.1.9 Except with the Owner's prior approval,the Contractor shall not make advance payments to suppliers for
materials or equipment which have not been delivered and stored at the site.
§ 5.2 Final Payment
§ 5.2.1 Final payment,constituting the entire unpaid balance of the Contract Sum,shall be made by the Owner to the
Contractor when
.1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct
Work as provided in Article 12 of AIA Document A201-2017,and to satisfy other requirements,if any,
which extend beyond final payment;and
.2 a final Certificate for Payment has been issued by the Architect.
•
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§ 5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the
Architect's final Certificate for Payment,or as follows:
N/A
§ 5.3 Interest
Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below,
or in the absence thereof,at the legal rate prevailing from time to time at the place where the Project is located.
(insert rate of interest agreed upon, if any.)
0 % Zero Percent per Annum
ARTICLE 6 DISPUTE RESOLUTION
§ 6.1 Initial Decision Maker
The Architect will serve as the Initial Decision Maker pursuant to Article 15 of AIA Document A201-2017,unless the
parties appoint below another individual,not a party to this Agreement,to serve as the Initial Decision Maker.
(If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker; if
• other than the Architect.)
§ 6.2 Binding Dispute Resolution
For any Claim subject to,but not resolved by,mediation pursuant to Article 15 of ALA Document A201-2017,the
method of binding dispute resolution shall be as follows:
(Check the appropriate box.)
[ ] Arbitration pursuant to Section 15.4 of AIA Document A201-2017
[ J Litigation in a court of competent jurisdiction
[ ] Other(Specify)
If the Owner and Contractor do not select a method of binding dispute resolution,or do not subsequently agree in
writing to a binding dispute resolution method other than litigation,Claims will be resolved by litigation in a court of
competent jurisdiction.
ARTICLE 7 TERMINATION OR SUSPENSION
§ 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AlA Document
A201-2017.
§ 7.1.1 If the Contract is terminated for the Owner's convenience in accordance with Article 14 of AIA Document
A201-2017,then the Owner shall pay the Contractor a termination fee as follows:
(Insert the amount of or method for determining, the fee,if any,payable to the Contractor following a termination for
the Owner's convenience.)
§ 7.2 The Work may be suspended by the Owner as provided in Article 14 of ALA Document A201-2017.
Init AIA DocumentA1016-z017_Copyright®1915,1918,1925.1937,1951,1958.1961,1963,1967,1974,1977,1987,1991,1997,2007 and 2017 by The
American Institute o►Artitects.All rights reserved.The"American Institute of Architects.""AIA,"the AIA Logo,"A101,"and"AIA Contract Documents"are 6
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ARTICLE 8 MISCELLANEOUS PROVISIONS
§ 8.1 Where reference is made in this Agreement to a provision of AIA Document A201-2017 or another Contract
Document,the reference refers to that provision as amended or supplemented by other provisions of the Contract
Documents.
§ 8.2 The Owner's representative:
(Name, address, email address, and other information)
Ron Burton.City Manager
City of Port Arthur
340I Culture Ctr.Dr.
Port Arthur,Texas 77640
ron.burtorngfortarthurtx.gov
§ 8.3 The Contractor's representative:
(Name, address, email address, and other information)
Tim Marsh
Marsh Waterproofing.Inc
240 S Main St,#2
Vidor.Texas 77662
mwaterproof ingruraol.com
§ 8.4 Neither the Owner's nor the Contractor's representative shall be changed without ten days' prior notice to the
other party.
§ 8.5 Insurance and Bonds
§ 8.5.1 The Owner and the Contractor shall purchase and maintain insurance as set forth in AIA Document
A10ITM-2017,Standard Form of Agreement Between Owner and Contractor where the basis of payment is a
Stipulated Sum,Exhibit A,Insurance and Bonds,and elsewhere in the Contract Documents.
§ 8.5.2 The Contractor shall provide bonds as set forth in AIA Document Al01T"-2017 Exhibit A,and elsewhere in
the Contract Documents.
§ 8.6 Notice in electronic format,pursuant to Article I of AIA Document A201-2017,may be given in accordance
with AIA Document E203T1.1-2013,Building Information Modeling and Digital Data Exhibit,if completed,or as
otherwise set forth below:
(If other than in accordance with AIR Document E203-2013, insert requirements for delivering notice in electronic
format such as name, title,and email address of the recipient and whether and how the system will be required to
generate a read receipt for the transmission.)
N/A
§ 8.7 Other provisions:
N/A
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ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS
§ 9.1 This Agreement is comprised of the following documents:
.1 AIA Document A 101 TM-2017,Standard Form of Agreement Between Owner and Contractor
.2 AIA Document AI01TM-2017,Exhibit A,Insurance and Bonds
.3 AIA Document A201T"-2017,General Conditions of the Contract for Construction
.5 Drawings
Number Title Date
Sec Attached Index of Drawings Index of Drawings 12/31/2021
.6 Specifications
Section Title Date Pages
See Attached Table of Contents Table of Contents 12/31/2021 2
.7 Addenda,if any:
Number Date Pages
Addenda No. 1 01/05/2022 I
Addenda No.2 02/02/2022 11
Portions of Addenda relating to bidding or proposal requirements are not part of the Contract
Documents unless the bidding or proposal requirements are also enumerated in this Article 9.
.8 Other Exhibits:
(Check all boxes that apply and include appropriate information identifying the exhibit where
required)
[ ] AIA Document E204TM-2017,Sustainable Projects Exhibit,dated as indicated below:
(Insert the date of the E204-2017 incorporated into this Agreement.)
[ ] The Sustainability Plan:
Title Date Pages
[ Supplementary and other Conditions of the Contract:
Document Title Date Pages
Supplementary General Conditions 12/31/2021 7
i —
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.9 Other documents,if any,listed below:
(List here any additional documents that are intended to form part of the Contract Documents.AIA
Document A201T'4-2017 provides that the advertisement or invitation to bid, Instructions to Bidders,
sample forms,the Contractor's bid or proposal,portions of Addenda relating to bidding or proposal
requirements,and other information furnished by the Owner in anticipation of receiving bids or
proposals,are not part of the Contract Documents unless enumerated in this Agreement.Any such
documents should be listed here only if intended to be part of the Contract Documents.)
This Agreement entered into as of the day and year first written above.
OWNER(Signature) CONTRACTOR(Signature)
_Ron Burton City' Manager Tim Marsh President
(Printed name and title) (Printed name and title)
The Texas Board of Architectural Examiners has iurrsdiction over complaints regarding the
professional practices of persons registered as architects in Texas
Texas Board of Architectural Examiners
P.O.Box 12337
Austin.TX 78711-2337
Telephone (512)305-9000/Fax: (512)305-8900
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HISTORIC REHABILITATION OF
POMPEIIAN VILLA
CITY OF PORT ARTHUR, TEXAS
INDEX OF DRAWINGS
ARCHITECTURAL
A0.0 COVER SHEET
A1.0 ROOF DEMO PLAN/ ROOF PLAN
A2.0 EXTERIOR ELEVATIONS
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A2.3 EXTERIOR ELEVATIONS
A3.0 POST AND RAILING DETAILS
A3.1 POST AND RAILING DETAILS
END OF INDEX OF DRAWINGS
`0
,11592 �
ft1,51/P
INDEX OF DRAWINGS 1 of 1
HISTORIC REHABILITATION OF
POMPEIIAN VILLA
CITY OF PORT ARTHUR, TEXAS
TABLE OF CONTENTS
BIDDING REQUIREMENTS
LEGAL NOTICE INVITATION TO BID
INSTRUCTIONS TO BIDDERS
PROPOSAL FORM
AGREEMENT BETWEEN OWNER AND CONTRACTOR (AIA/A101 —2007)
GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA/A201 — 2007)
SUPPLEMENTARY GENERAL CONDITIONS
PERFORMANCE BOND
PAYMENT BOND
BID BOND
INDEX OF DRAWINGS
000497 GENERAL CONTRACTOR QUALIFICATION STATEMENT
000498 SUBCONTRACTOR QUALIFICATION STATEMENT
000499 CONTRACTOR EVALUATION
000650 WAGE RATE DECISION — BACON DAVIS
Division Section Title Pages;
DIVISION 1 - GENERAL REQUIREMENTS
010100 SUMMARY OF WORK 4
010300 SPECIAL CONDITIONS 3
010410 PROJECT COORDINATION 2
010450 CUTTING AND PATCHING 3
010900 REFERENCE STANDARDS 2
011200 ALTERATION PROJECT PROCEDURES 3
012500 SUBSTITUTION PROCEDURES 4
012600 CONTRACT MODIFICATION PROCEDURES 3
012900 PAYMENT PROCEDURES 4
013100 PROJECT MANAGEMENT AND COORDINATION 7
013200 CONSTRUCTION PROGRESS DOCUMENTATION 5
013300 SUBMITTAL PROCEDURES 10
014000 QUALITY REQUIREMENTS 7
014200 REFERENCES 13
015000 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 4
016000 MATERIAL AND EQUIPMENT 2
017300 EXECUTION 5
017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 2
017700 CLOSEOUT PROCEDURES 5
017823 OPERATION AND MAINTENANCE DATA 5
017839 PROJECT RECORD DOCUMENTS 4
019000 THE SEC. OF THE INTERIORS STANDARD FOR REHABILITATION 1
•
y
11592 P= /Z75
TABLE OF CONTENTS T f ` _= _ ttl
1 0 2
HISTORIC REHABILITATION OF
POMPEIIAN VILLA
CITY OF PORT ARTHUR, TEXAS
DIVISION 2 - SITE CONSTRUCTION
022210 SELECTIVE DEMOLITION
3
DIVISION 3- CONCRETE
NOT APPLICABLE
DIVISION 4- MASONRY
NOT APPLICABLE
DIVISION 5 - METALS
NOT APPLICABLE
DIVISION 6 -WOOD AND PLASTICS
061050 ROOF CARPENTRY
062000 FINISH CARPENTRY 5
4
DIVISION 7-THERMAL AND MOISTURE PROTECTION
079000 JOINT SEALANTS
4
DIVISION 8 - DOORS AND WINDOWS
NOT USED
DIVISION 9- FINISHES
099113 EXTERIOR PAINTING
8
DIVISION 10 - SPECIALTIES
NOT APPLICABLE
DIVISION 11 - EQUIPMENT
NOT APPLICABLE
DIVISION 12- FURNISHINGS
NOT APPLICABLE
DIVISION 13- SPECIAL CONSTRUCTION
NOT APPLICABLE
DIVISION 14-CONVEYING SYSTEMS NOT APPLICABLE
DIVISION 15- MECHANICAL - :'�-- e
NOT APPLICABLE w..Q �_?t
cc
DIVISION 16- ELECTRICAL
NOT APPLICABLE sq f -
T
TABLE OF CONTENTS tZill/Z
2 OF 2
Dohn H. LaBiche, FAIA-Principal
Greg Wall,AIA-Principal
The LaBiche 7999 Gladys Avenue, Suite 101
Beaumont, Texas 77706
ARCHITECTURAL GROUP INC (409)860-0197 • Fax(409)860-0198
January 5,2022
ADDENDUM NO. 1
PROJECT#- Historic Rehabilitation on Pompeiian Villa
PORT ARTHUR,TEXAS
The following changes,corrections and additions or deletions to the Drawings and Specifications are
hereby made part of the Contract Documents. Bidders shall acknowledge receipt of this Addendum in the
Bid Form
GENERAL:
NOTICE TO BIDDERS
1. Delete current MANDATORY PRE-BID Date of Thursday, January 13,2022 @10:00AM.
Replace with the following MANDATORY PRE-BID Date to read as follows:
MANDATORY PRE-BID Meeting is scheduled for TUESDAY,JANUARY 18, 2022
@10:00AM at 1953 Lakeshore Drive,Port Arthur, Texas 77640
SPECIFICATIONS
None
DRAWINGS - "y .Y
None C7G
"l11r.;Q moo
(1r,1 • '� a !"5
* , }
End of Add
endum No. 1
Page 1 of 1
Dohn H.LaBiche, FAIA-Principal
- Greg Wall,AIA-Principal
7999 Gladys Avenue, Suite 101
The LaBiche Beaumont,Texas 77706
I ARCHITECTURAL GROUP INC (409)860-0197•Fax(409)860-0198
February 02,2022
ADDENDUM NO.2
Project#20044—Historic Rehabilitation to Pompeiian Villa
PORT ARTHUR,TEXAS
The following changes,corrections and additions or deletions to the Drawings and Specifications are
hereby made part of the Contract Documents. Bidders shall acknowledge receipt of this Addendum in the
Bid Form
C� R
SPECIFICATIONS =r� N. `` `'ti .
_.�, o ; � m
Section 075600-Fluid Applied Membrane Flashing w,-a�� %m' C)
1. Add attached Section 075600-Fluid Applied Membrane Flashing. :
P_-
GENERAL
Keyed Notes
1. Keyed Note#4-Delete Keyed Note#4 in its entirety and replace with Keyed Note#4 to read as 4 Z-z.
follows:NEW 7-1/4"X 8-1/4"SOLID CYPRESS POST.
2. Keyed Note#5-Delete Keyed Note#5 in its entirety and replace with Keyed Note#5 to read as
follows:NEW 8-1/4"X 8-1/4"SOLID CYPRESS POST.
3. Keyed Note#6-Delete Keyed Note#6 in its entirety and replace with Keyed Note#6 to read as
follows:NEW 8-1/4"X 8-1/4"SOLID CYPRESS POST-NOTCH INSIDE CORNER TO
CLEAR EXISTING ROOFING AT HIP.
4. Keyed Note#8-Delete Keyed Note#8 in its entirety and replace with Keyed Note#8 to read as
follows: CONTINUOUS FLUID APPLIED MEMBRANE FLASHING-CONTRACTOR
SHALL LINE THE ENTIRE GUTTER SYSTEM AS SHOWN ON SK-1 AND SK-2.
CONTRACTOR SHALL FOLLOW MANUFACTURERS RECOMMENDED APPLICATION
GUIDELINES.
5. Keyed Note#15-Delete Keyed Note#15 in its entirety and replace with Keyed Note#15 to read
as follows: SELF ADHERNG MEMBRANE-WRAP CYPRESS POST AS SHOWN IN 1/SK-
1 AND 1/SK-2. Product Specification as follows:
SELF ADHERING MEMBRANE
A. Self-Adhering,High-Temperature Sheet: Minimum 30 to 40 mils thick,consisting of
slip-resisting polyethylene-film top surface laminated to layer of butyl or modified
asphalt adhesive, with release-paper backing; cold applied. Provide primer when
recommended by underlayment manufacturer.
1. Thermal Stability: ASTM D 1970; stable after testing at 240 deg F.
2. Low-Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 deg F.
3. Products: Subject to compliance with requirements, provide one of the following:
a. Carlisle Coatings&Waterproofing Inc.; CCW WIP 300HT.
b. Grace Construction Products, a unit of W. R Grace & Co.; Ultra.
Page 1 of 2
ADDENDUM NO.2
HISTORIC REHABILITATION OF POMPEIIAN VILLA—PORT ARTHUR,TEXAS
DRAWINGS
Sheet A3.0
Detail 6/A3.0
1. Delete Note"PRE-DRILL,COUNTERSINK,AND PLUG ALL EXPOSED FASTENERS"in its
entirety and replace with note to read as follows:"PRE-DRILL,COUNTERSINK, AND PLUG
ALL EXPOSED FASTENERS.CONTRACTOR SHALL USE A SOLID CYPRESS PLUG,
GLUED AND SANDED FLUSH BEFORE FINISHING.
Sheet A3.1
Detail 1/A3.1
1. Delete Detail 1/A3.1 in its entirety and replace with SK-1 attached.
Detail 3/A3.1
1. Delete Detail 3/A3.1 in its entirety and replace with SK-2 attached.
End of Addendum No.2 -
�P
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Page 2 of 2
•
HISTORIC REHABILITATION OF
POMPEIIAN VILLA
CITY OF PORT ARTHUR, TEXAS
SECTION 075600- FLUID APPLIED MEMBRANE FLASHING
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 through Division 26 Specification Sections,apply to this
Section.
1.2 SUMMARY
A. Section Includes:
1. Fluid applied membrane flashing.
2. Preparation of substrate to receive flashing materials.
1.3 REFERENCES
A. References in these specifications to standards,test methods and codes, are implied to
mean the latest edition of each such standard adopted. The following is an abbreviated
list of associations,institutions and societies which may be used as references throughout
these specifications:
1. ACI American Concrete Institute, Hills, MI
2. ASTM American Society for Testing and Materials, Philadelphia,PA
3. FM Factory Mutual Engineering and Research, Norwood,MA
4. NRCA National Roofing Contractors Association, Rosemont,IL
5. OSHA Occupational Safety and Health Administration, Washington,DC
6. UL Underwriters Laboratories, Northbrook, IL
1.4 SUBMITTALS
A. Comply with provisions of Division 01.
B_ Mark each product data cut-sheet by circling or highlighting and affix the corresponding
Article and Paragraph designations from this Specification Section. Product data not so
marked will be returned without review, for re-submittal complying with the above
requirements.
C. Provide product data for each material to be employed in the Work.
1.5 QUALITY ASSURANCE
A. Product Quality Assurance Program: Flashing materials shall be manufactured under a
quality management system that is monitored regularly by a third-party auditor under the
FLUID APPLIED MEMBRANE FLASHING 075600- 1
HISTORIC REHABILITATION OF
POMPEIIAN VILLA
CITY OF PORT ARTHUR, TEXAS
ISO 9001:2000 audit process. A certificate of analysis for reporting/confirming the tested
values of the actual material being supplied for the project will be required prior to project
close-out.
B. Agency Approvals: The proposed roof flashing system shall conform to the following
requirements. No other testing agency approvals will be accepted.
1. Underwriters Laboratories Class A acceptance of the proposed roofing system
based upon testing performed in accordance with ASTM E 108 protocol.
C Project Acceptance: Submit a completed manufacturer's application for flashing
guarantee form.
1. The form shall contain the technical information applicable to the project and
materials proposed for installation.
2. The form shall also contain accurate and complete information requested including
proper names, addresses, zip codes and telephone numbers.
3. The project must receive approval by the flashing manufacturer, through this
process, prior to shipment of materials to the project site.
D. Scope of Work: Includes but is not limited to the following:
1. Attend necessary job meetings.
2. Furnish competent and full- time supervision, experienced roof mechanics,
materials,tools and equipment necessary to complete,in an acceptable manner,the
flashing installation in accordance with this Specification.
3. Comply with the latest written application instructions of the manufacturer of the
primary roofing/flashing products.
E. Local Regulations: Conform to regulations of public agencies, including any specific
requirements of the city and/or state of jurisdiction.
F. Manufacturer Requirements: The flashing system manufacturer shall provide direct
trained company personnel to attend necessary job meetings, perform periodic
inspections as necessary and conduct a final inspection upon successful completion of
the project.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver packaged materials to site in manufacturer's original,unopened labeled containers
in quantities required to allow continuity of application.
B. Solvents, cleaners and coatings shall be stored in a fenced or other fully secured area.
No material is to be stored in any existing building under any condition.
1. Lids shall be fully secured on the cans and materials shall not be allowed to mix with
one another.
2. Store closed containers in a cool,dry area away from heat,direct sunlight,oxidizing
agents, strong acids, and strong alkalis.
3. Do not store resins at temperatures below 32°F(0°C)or above 85°F(29°C). Keep
away from open fire, flame or any ignition source.
4. Store in a well-ventilated area. Resin products may auto-polymerize at
temperatures greater than 140°F.
FLUID APPLIED MEMBRANE FLASHING Q75600-2
HISTORIC REHABILITATION OF
POMPEIIAN VILLA
CITY OF PORT ARTHUR, TEXAS
C Handling:
1. Handle materials in such a manner as to preclude damage and contamination with
moisture or foreign matter.
2. Keep away from open fire,flame,or any ignition source. Vapors may form explosive
mixtures with air.
3. Avoid skin and eye contact with this material.
4. Avoid breathing fumes when above the Threshold Limit Value(TLV).
5. Do not eat, drink or smoke in the application area.
D Damaged Material: Any materials that are found to be damaged or stored in any manner
other than stated above shall be automatically rejected, removed and replaced at the
Contractor's expense.
1.7 PROJECT CONDITIONS
A. Requirements Prior to Job Start:
1. Notification: Give a minimum of 5-days'notice to the Owner and manufacturer prior
to commencing any Work and notify both parties on a daily basis of any change in
Work schedule.
2. Permits: Obtain permits required by local agencies and pay fees which may be
required for the performance of the Work.
3. Safety: Familiarize every member of the application crew with fire and safety
regulations recommended by OSHA, NIOSH, NRCA and other industry or local
governmental groups.
a. Workers shall wear a tong sleeve shirt with long pants and Work boots.
b. Workers shall use only butyl rubber or nitrite gloves when mixing or applying
fluid flashing products.
c. Safety glasses with side shields are required for eye protection.
d. Use local exhaust ventilation to maintain Worker exposure below the published
Threshold Limit Value(TLV).
e. If the airborne concentration poses a health hazard, becomes irritating or
exceeds recommended limits,use a NIOSH approved respirator in accordance
with OSHA Respirator Protection requirements published under 29 CFR
1910.134. The specific type of respirator will depend on the airborne
concentration.
f. A filtering face piece or dust mask is not acceptable for use with this productif
TLV filtering levels have been exceeded.
B. Environmental Requirements:
1. Precipitation: Do not apply fluid flashing materials during precipitation or in the
event there is a probability of precipitation during application. Take adequate
precautions to ensure that materials and building interiors are protected from
possible moisture damage or contamination.
2. Temperature Restrictions—Primer Resins: Do not apply primer resin if there is a
threat of inclement weather. Apply the primer resin while air temperature is between
32°F(0°C)and 104°F(40°C),and while the substrate temperature is between 32°F
(0°C) and 122°F (50°C). Do not apply resin materials when ambient or substrate
temperatures exceed that indicted above.
3. Temperature Restrictions—Summer Grade Roofing Resins: Do not apply roofing
resins if there is a threat of inclement weather. Apply membrane resin while air
FLUID APPLIED MEMBRANE FLASHING 075600-3
HISTORIC REHABILITATION OF
POMPEIIAN VILLA
CITY OF PORT ARTHUR, TEXAS
temperature is between 59°F (15°C) and 104°F (40°C), providing the substrate
temperature is between 50'F (10°C) and 122°F (50°C). Do not apply materials
when ambient or substrate temperatures exceed that indicted above.
C Protection Requirements:
1. Membrane Protection: Provide protection against staining and mechanical damage
for newly applied roofing and adjacent surfaces.
1.8 WARRANTY
A. Work of this Section shall be included in the two-year written warranty against defects in
materials and Workmanship, beginning on the date of Substantial Completion of the
overall Project, as executed on the form found in Section 07 5220.
B. New Roof System: Fluid Applied Flashing to be included in roof membrane
manufacturer's 20-Year NDL Warranty.
PART 2-PRODUCTS
2.1 MEMBRANE/ FLASHING SYSTEM
A. Catalyst: A reactive agent used to induce curing of polymethylmethacrylate (PM MA)
resins.
1. Johns Manville SeamfreeTM PMMA Catalyst
2. Siplast "Pro Catalyst"
3. Soprema ALSAN RS Catalyst Powder
4. U.S. Ply Manufacturer's approved PMMA.
B. Resin for Membrane and Flashing Applications: A flexible,PMMA-based resin for use in
combination with a polyester fabric to form a monolithic, reinforced roofing or flashing
membrane.
1. Johns Manville SeamfreeTM PMMA Flashing Resin
2. Siplast "Parapro Roof Resin"
3. Soprema ALSAN RS 230 Flash
4. U.S. Ply Manufacturer's approved PMMA.
C. Membrane and Flashing Reinforcement: A polyester fabric reinforcement as supplied by
the membrane system manufacturer.
1. Johns Manville SeamfreeTM PMMA Scrim
2. Siplast "Pro Fleece"
3. Soprema ALSAN Polyfleece
4. U.S. Ply Manufacturer's approved PMMA product.
2.2 AUXILIARY MATERIALS
A. Elastomeric Sealant: A moisture-curing, non-slump elastomeric sealant designed for
roofing applications. The sealant shall be approved by the roof membrane manufacturer
for use in conjunction with the roof membrane materials.
FLUID APPLIED MEMBRANE FLASHING 075600-4
HISTORIC REHABILITATION OF
POMPEI1AN VILLA
CITY OF PORT ARTHUR, TEXAS
B Cleaner/Solvent: A clear solvent used to prepare metal and plastic surfaces prior to
application of the catalyzed resin flashing membranes and to reactivate transition areas of
in-place resin flashing membranes at tie-ins and between staged coats of resin.
C. Preparation Paste: A multi-component, fast curing, PMMA-based paste used for
rem ediation of depressions in substrate surfaces or other irregularities.
1. Johns Manville: SeamfreeTM PMMA Joint/Repair Paste
2. Siplast: "Pro Paste Resin"
3. Soprema: ALSAN RS Paste
4. U.S. Ply: Manufacturer's approved product
D. Repair Tape: A white, flexible, coated cotton cloth tape designed for treatment of
insulation panel joints and deck/wall transitions.
1. Johns Manville: JM Coating Repair Tape
2. Siplast: "Pro Tape"
3. Soprema: SOPRANATURETM Seam Tape
4. U.S. Ply: Manufacturer's approved product
PART 3-EXECUTION
3.1 INSPECTION
A. The Contractor shall examin
e the Contract Documents and conditions which affect the
quality of his Work. Deviations or unsatisfactory conditions shall be reported to the
Owner's Representative in writing. No Work shall proceed until conditions are satisfactory
to meet requirements of the Contract Documents.
B. Conduct a pre-roofing conference with the manufacturer's technical representative,
applicator and architect prior to ordering materials and starting Work.
1. Discuss the products and application techniques.
2. Written minutes shall be maintained and submitted by the Contractorto the Architect
and Owner.
3. The Work and products may be adjusted depending on recommendations of the
manufacturer's technical representative.
3.2 SUBSTRATE PREPARATION
A. Preparation of roof penetrations to receive new membrane flashing: Grind and scrape
away loose dirt, rust,membrane and any other deleterious materials from the surfaces of
the piping, conduit or other material scheduled to receive the new coating.
B. Wipe down affected surfaces with specified cleaner/solvent as recommended by the
manufacturer.
C. Ply Sheet Application: Bond the modified bitumen ply sheet by adhesive application to the
prepared substrate, utilizing minimum 3-inch side and end laps. Cut a dog ear angle at
the end laps on overlapping selvage edges. Using a clean trowel, apply pressure totop
seal T-Iaps immediately following sheet application. Stagger end laps a minimum of 3
FLUID APPLIED MEMBRANE FLASHING 075600-5
HISTORIC REHABILITATION OF
POMPEIIAN VILLA
CITY OF PORT ARTHUR, TEXAS
feet. Follow manufacturer's specifications regarding maximum exposure periods prior to
application of the liquid-applied finish membrane.
3.3 MIXING OF RESIN PRODUCTS
A Preparation/Mixing/Catalyzing Resin Products: Pour the desired quantity of resin into a
clean container and using a spiral mixer or mixing paddle,stir the liquid for the time period
specified by the resin manufacturer.
B. Calculate the amount of catalyst powder needed using the manufacturer's guidelines and
add the pre-measured catalyst to the primer. Mix again for the time period specified by
the resin manufacturer, ensuring that the product is free from swirls and bubbles. It is
imperative that air is not entrained into the product during the mixing process. To avoid
aeration, do not use a spiral mixer unless the spiral section of the mixer can be fully
contained in the liquid during the mixing process.
C. Mix only enough product to ensure that it can be applied before expiration of resin pot life.
3.4 FLASHING AND FIELD MEMBRANE APPLICATION
A. Using masking tape,mask the perimeter of the area to receive the flashing system. Apply
resin primer to substrates requiring additional preparation and allow primer to set.
B. Pre-cut reinforcing fabric to ensure a proper fit at transitions and corners prior to
membrane application.
C. Apply an even, generous base coat of flashing resin using a roller at the manufacturer's
recommended rate to prepared surfaces requiring flashing coverage.
1. Work the reinforcing fabric into the wet, resin using a brush or roller to fully embed
the reinforcing fabric in the resin and remove trapped air.
2. Lap reinforcing fabric layers a minimum of 2 inch(5 cm)and apply an additional coat
of resin between layers of overlapping fleece.
3. Again, using a roller, apply an even top coat of resin immediately following
embedment of the reinforcing fabric,ensuring full saturation of the reinforcing fabric.
4. Ensure that the flashing resin is applied to extend a 0.25 inch (6 mm) beyond the
reinforcing fabric. Remove the tape before the resin sets.
5. Make allowances for saturation of roller covers and application equipment.
D. Should Work be interrupted for more than 12 hours or the surface of the resin becomes
dirty or contaminated by the elements, wipe the surface to be lapped with new flashing
resin using the specified cleaner/solvent. Allow the surface to dry for a minimum 20
minutes and a maximum 60 minutes before continuing Work.
3.5 FIELD QUALITY CONTROL AND INSPECTIONS
A. Site Condition: Leave areas around job site free of debris, roofing materials, equipment
and related items after completion ofjob.
B. Notification of Completion: Notify the manufacturer by means of manufacturer's printed
Notification of Completion form of job completion in order to schedule a final inspection
FLUID APPLIED MEMBRANE FLASHING 075600-6
HISTORIC REHABILITATION OF
POMPEIIAN VILLA
CITY OF PORT ARTHUR, TEXAS
date
C Post-Installation Meeting: Hold a meeting at the completion of the project, attended by
parties that were present at the pre-job conference. A punch list of items required for
completion shall be compiled by the Contractor and the manufacturer's representative.
Complete, sign, and mail the punch list form to the manufacturer's headquarters.
D Issuance of The Guarantee: Complete post installation procedures and meet the
manufacturer's final endorsement for issuance of the specified guarantee.
3.6 CLEANING
A. Clean roofing surfaces free of overspray materials. Remove excess materials.
B. Re-install materials which may have been removed during the Work and ensure them to
be in working order.
END OF SECTION 075600
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