city of new orleans - 4787 NT Gaskets.pdf

INVITATION TO BID

CITY OF NEW ORLEANS, DEPARTMENT OF FINANCE, PURCHASING BUREAU

CITY HALL, 1300 PERDIDO ST., ROOM No. 4W07, NEW ORLEANS, LA 70112 THIS IS A FORMAL CITY BID SOLICITATION FOR PUBLIC WORKS AND CAPITAL PROJECTS. INTERESTED PERSONS SHOULD

CAREFULLY READ AND ATTEND ALL STATED INFORMATION AND REQUIREMENTS, INCLUDING THOSE CONTAINED IN ATTACHMENTS.

BID TYPE: Public Works

Capital Projects

BID NO. 4787 ISSUE DATE: 09-25-2026

SPONSORING CITY DEPT. OR AGENCY: 8910 – New Orleans Aviation Board

(NOAB)

PROJECT DESCRIPTION: NORTH TERMINAL GASKETS REMOVAL & REPLACEMENT

BID CONFERENCE &

SITE VISIT: None Optional

Mandatory-The City will receive bids only from persons/firms shown on the City’s attendance list.

Date:

TBD

Time:

TBD

Place: Webex meeting with details to be issued by Addendum at or

TBD

Note: The City may prepare a conference report showing attendance, summarized Q&A, and matters discussed.

The City will publish such report by issuing an Addendum to the Invitation to Bid.

Said Addendum will be posted to the City’s supplier portal at (https://nola.gov/next/purchasing/topics/brass/). and be provided in the Purchasing Bureau two (2) business days after the conference. The published conference report is the exclusive and authoritative record of City statements at the conference.

BID INSTRUCTIONS:

This is a solicitation by the City on behalf of the New Orleans Aviation Board (NOAB). If a bidder fails to satisfy the instructions of this formal city bid solicitation, the City may deem the bid non-responsive.

Once a bid is submitted to the City, it becomes City property. A bidder should mark documents or information claimed confidential and justify any claimed exemption from public records disclosure. The City will not credit blanket confidentiality claims. The treatment of all confidentiality designations will be governed by Louisiana Public Records Law, La. R.S. 44:1, et seq.

All bids remain valid for 90 calendar days after the Bid Deadline.

Specification references to certain brands, makes, or manufacturers state only the general style, type, character, and quality desired.

Equivalent products are acceptable.

The City and NOAB are not responsible for bid costs.

Procurements produce no exclusive right to NOAB work or purchases.

Project Manual and/or Specifications may provide additional information for bidders.

Bidders should closely monitor the City’s purchasing website for new or revised specifications, bid instructions, notices, etc.

The City will change the invitation to bid ONLY by issuing formal addendum. In no case shall verbal communication override written communication.

Prospective bidders commit to abide by City Code, Chap. 2, Art. XIII, Sect. 2-1120 (relative to the operations and authority of the City Inspector General).

The City adheres to the Louisiana Code of Governmental Ethics, contained in the Louisiana Revised Statutes Annotated, R.S. 42:1101, et seq. By submitting a bid, prospective bidders warrants that there are no “conflict of interest” related to this solicitation that would violate applicable Louisiana Law. Violation of the Louisiana Code of Governmental Ethics may result in rescission of contract, permit or licenses, and the imposition of fines and/or penalties, without contractual liability to the public in accordance with applicable law.

The City’s protest policy applies to this invitation to bid. The policy is available at:

https://www.nola.gov/getattachment/Purchasing/Forms/No-130-Procurement-Protest-Policy.pdf/ .

Prospective bidders shall familiarize themselves with and shall comply with all applicable Federal and State Laws, parish/municipal ordinances, resolutions, and the rules and regulations of all authorities having jurisdiction over the solicitation. These laws and/or ordinance will be deemed to be included in the contract, the same as though herein written in full.

DOCUMENTS: APPLIES? YES NO Bidding Documents may be obtained online at https://nola.gov/next/purchasing/topics/brass/ or through the City of New Orleans webpage www.nola.gov, by selecting “Brass Supplier Portal”. Addenda will be transmitted to all bidders who login and acknowledge download of Bidding Documents online from the City’s Supplier Portal, i.e. answer ‘yes’ when downloading Bidding Documents.

APPLIES? YES NO Printed sets of the Bidding Documents may be obtained from A fee or deposit in the amount noted below is required. Bidding Documents will be issued only in completed sets.

APPLIES? YES NO A deposit for printed sets of Bidding Documents in amount of $ APPLIES? YES NO A non-refundable fee for printed sets of Bidding Documents in amount of

DEPOSITS ON THE FIRST SET OF DOCUMENTS FURNISHED BONA FIDE PRIME BIDDERS WILL BE FULLY REFUNDED UPON RETURN OF THE DOCUMENTS NO LATER THAN TEN (10) DAYS AFTER RECEIPT

OF BIDS.

ON OTHER SETS OF DOCUMENTS FURNISHED TO BIDDERS THE DEPOSIT LESS ACTUAL COST OF REPRODUCTION, WILL BE REFUNDED UPON RETURN OF THE DOCUMENTS NO LATER THAN TEN DAYS

AFTER RECEIPT OF BIDS.

WHERE THE PUBLIC ENTITY, ITSELF, PREPARES AND DISTRIBUTES THE CONTRACT DOCUMENTS, THE PUBLIC ENTITY MAY, IN LIEU OF A DEPOSIT, CHARGE A FEE FOR THE DOCUMENTS, WHICH SHALL

NOT EXCEED THE ACTUAL COST OF REPRODUCTION.

A. SUBMISSION DUE: Date: 10/26/2026 Time: 1:00pm CST Location: Purchasing Bureau, City Hall, 1300 Perdido Street, Room 4W07, New Orleans, LA 70112

Note: The City will not accept bids delivered by fax, or by email address, or at any other location than the one above, or past the date and time of submission set forth above (the “Bid Deadline”). The purchasing date and time stamp clock will be the official and sole device for determining time of receipt for all mailed and hand delivered bids. Bids received after the Bid Deadline will be date stamped and returned to the bidder unopened.

B. BID OPENING: The City will open the bids in public at the Purchasing Bureau or immediately following the Bid Deadline.

C. SUBMISSION OF BID

PACKAGE:

The bidder can submit its bid package either via a sealed envelope or online at https://nola.gov/next/purchasing/topics/brass/.

Note: The bidder should submit bids according to means that produce a written proof of delivery. The City will not credit delivery claims lacking a written proof of delivery.

D. REQUIRED CONTENTS FOR BID SUBMITTALS:

(PLEASE ALSO SEE SECTION “H. ATTACHMENTS” FOR FURTHER CLARIFICATION OF REQUIRED DOCUMENTS)

1. BID The bidder can:

Either TYPED OR PRINTED BID. Said bid must bear the original signature (preferably, IN BLUE INK) by the bidder, or an authorized representative, on the Louisiana Uniform Public Work Bid Form, the Unit Price Form if the contract includes unit prices (copy is provided with the Instructions to Bidders). When the bidder submits its bid package via SEALED ENVELOPE, said envelope must bear the Project Description AND the bidder’s Louisiana Contractor’s License Number(s) for the project classification(s).

Or SUBMIT BID ONLINE at https://nola.gov/next/purchasing/topics/brass/. The bidder must attach a completed and signed digital copies of the Louisiana Uniform Public Work Bid Form, the Unit Price Form (if the contract includes unit prices), a signature authorization, and any other required bid submissions or attachments as required in the Bidding Documents. Bid Bond Certificate number must be entered online (if required).

2. SIGNATURE

AUTHORIZATION

At the time of bidding, the bidder shall submit a corporate resolution or written evidence of the authority of the person signing the bid package.

The authority of the signature of the person submitting the bid shall be deemed sufficient and acceptable if any of the conditions set forth in La. R.S. 38:2212 (B)(5) are met. Sample company resolutions are provided with the Invitation To Bid, Attachment H.

3. LICENSE REQUIRED? YES NO The bidder shall include in the bid the applied current license(s) number(s) for the following project classification(s):

Highways,Street,& Bridges

Municipal and Public Works Construction Building Construction

Other(s):_Commercial Glass and Glazing License ______________________ Note: When the bidder submits its bid package via SEALED ENVELOPE, said envelope must bear the Project Description AND the bidder’s Louisiana Contractor’s License Number(s) for the project classification(s).

4. BID BOND REQUIRED? YES NO A bid bond or security in an amount not less than $ or five percent (5%) of bid amount, conditioned on the bidder’s failure to execute a contract with the City to supply the specified goods or services.

IF SUBMITTING A BID ONLINE, electronic bid bond submission is enabled through two participating surety agencies or clearinghouses, InSure Vision Technologies and Surety2000. Bidders should contact its bonding agent for information about submitting an online Bid Bond. The City requires a Bid Bond Validation Number entered Online.

IF SUBMITTING A BID VIA SEALED ENVELOPE, the City will accept a cashier’s check, certified check or satisfactory bid bond payable to the City.

Note: The City will retain bid securities of the three (3) lowest responsible bidders until the Contract is executed or until final bid disposition. The City will return other bid securities after the bid canvass. Should the successful bidder failure or refuse to execute a contract with the NOAB and/or to deliver performance and/or payment bonds and any other required submittal upon written request by the City or NOAB shall forfeit said bid bond to the NOAB as liquidated damages to compensate the NOAB for its administrative time and expense.

E. POST-BID DEADLINE

SUBMISSIONS:

The two (2) apparent lowest bidders shall submit to the Purchasing Bureau the following documents within three (3) business days of the Bid Deadline. Note: In addition to the following items, the City and/or NOAB may require the submission of other documents. The bidder shall review the Specifications.

1. SLDBE REQUIRED? YES NO

SLDBE Goal: 8.83%

2. NOAB S-03A

PARTICIPANT

QUESTIONNAIRE

REQUIRED? YES NO (See “Attachment D”)

3. NON-COLLUSION

AFFIDAVIT

REQUIRED? YES NO (See “Attachment E”)

4. CERTIFICATION

REGARDING TAX

DELIQUENCY AND

FELONY

CONVICTIONS

REQUIRED? YES NO (See “Attachment F”)

5. BIDDER

ATTESTATION

FOR PUBLIC

WORKS

SOLICITATIONS

REQUIRED? YES NO Required by La. R.S. 38:2227. (See ”Attachment J”)

6. CONFLICT OF

INTEREST

DISCLOSURE

REQUIRED? YES NO (See “Attachment K”)

7. NOAB

CONTRACTOR

QUALIFICATION

SURVEY

REQUIRED? YES NO (See “Attachment L”)

8. CERTIFICATE OF

BUY AMERICAN

COMPLIANCE

FOR

MANUFACTURED

PRODUCTS

REQUIRED? YES NO

9. HIRE NOLA REQUIRED? YES NO Required by City Code Sec. 70-496 et seq. Hire NOLA: GFE Form, Manpower Utilization and Local Hire Plan forms.

F. AWARD: The City and/or NOAB may require additional information from bidders, and it may conduct inquiries to determine the bidder’s responsiveness, responsibility, and/or the accuracy of furnished information.

Subject to merit-based cancellation and confirmed NOAB funding, the NOAB will award the solicitation to the lowest responsive and responsible bidder.

The City and NOAB reserve the right to reject any and all bids in accordance with the requirements of Louisiana Public Bid law.

G. CONTRACT:

1. TYPE Fixed Price: Obtain the specified good(s) or service(s) at the bid price.

Requirements/Price Protection: Commit to supply the good(s) or service(s) as requested, at bid price, during term of the contract.

2. TERM year[s] with City option to renew. As provided in Project Manual and/or

Specifications.

3. ADDITIONAL

PROVISIONS

The contract will contain additional terms and conditions shown in Project Manual and/or Specifications and included Contract Documents.

4. FEES The contractor is responsible for any recordation, notary, and copy fees.

5. ADDITIONAL

NEEDS: THE

SUCCESFUL

BIDDER MUST

SATISFY

INDICATED NEEDS

ON OR BEFORE IT

RECEIVES A

CONTRACT.

PERFORMANCE BOND: REQUIRED? YES NO

Supply a performance bond acceptable to the NOAB: 100% of bid amount. $_ _

Specified amount.

PAYMENT BOND: REQUIRED? YES NO

Supply a payment bond acceptable to the NOAB, issued in the sum of: 100% of bid amount.

$_ _ Specified amount.

INSURANCE: REQUIRED? YES NO

Supply insurance certificates upon request by the NOAB showing coverage required in the General Terms and Conditions.

TAX CLEARANCE: REQUIRED? YES NO City Code Sec. 2-8.

Supply the tax clearance form to the City. (See “Attachment G”)

LICENSES: REQUIRED? YES NO

Supply copy to the NOAB of all applicable and required licenses upon written request by the

NOAB.

EMPLOYEE VERIFICATION: REQUIRED? YES NO

Selected bidder must participate in the employee verification program in accordance with La R.

S. 38:2212.10.

SPECIAL CDBG REQUIREMENTS: APPLY? YES NO

When CDBG funds are used to fund any portion of this Project, the selected bidder must observe the requirements as to conditions of employment and pay minimum wage rates under the Contract, Section 3, Segregated Facilities, Section 109, Executive Order 11246, and all applicable laws and regulations of the Federal Government and State of Louisiana and bonding and insurance requirements.

CITY’S HIRING REQUIREMENTS: REQUIRED? YES NO City Code Sec. 2.8 (d).

Supply said affidavit upon written request by the City.

Note: In addition to the following items, the City or NOAB may require the submission of other documents, otherwise the City or NOAB may deem the bid package non-responsive. The bidder shall review the

Specifications.

H. ATTACHMENTS APPLIES? YES NO Bid Specifications “Attachment A”

APPLIES? YES NO Contract Terms & Conditions “Attachment B” For Informational Purposes.

APPLIES? YES NO LA Uniform Public Bid Form “Attachment C” Due by submission deadline.

APPLIES? YES NO State & Local Disadvantaged Business Enterprise Requirements SLDBE Goal: 8.83% “Attachment D” Due from the two lowest bidders and delivered to Point of Contact no later than 3 business days from the deadline to submit bids.

APPLIES? YES NO NOAB S-03A Participant Questionnaire “Attachment D” Due from the two lowest bidders and delivered to Point of Contact no later than 3 business days from the deadline to submit bids.

APPLIES? YES NO Non-Collusion Affidavit “Attachment E” Due from the two lowest bidders and delivered to Point of Contact no later than 3 business days from the deadline to submit bids.

APPLIES? YES NO Cert. Regarding Tax Delinquency “Attachment F” Due from the two lowest bidders and delivered to Point of Contact no later than 3 business days from the deadline to submit bids.

APPLIES? YES NO Tax Clearance Authorization “Attachment G” Due prior to contract execution.

APPLIES? YES NO Proof of Authority “Attachment H” Due by submission deadline.

APPLIES? YES NO Bid Bond/Guaranty “Attachment I” Due by submission deadline.

APPLIES? YES NO Bidder Attestation “Attachment J” Due from the two lowest bidders and delivered to Point of Contact no later than 3 business days from the deadline to submit bids.

APPLIES? YES NO Conflict of Interest Disclosure Affidavit “Attachment K” Due from the two lowest bidders and delivered to Point of Contact no later than 3 business days from the deadline to submit bids.

APPLIES? YES NO Contractor Qualifications Survey “Attachment L” Due from the two lowest bidders and delivered to Point of Contact no later than 3 business days from the deadline to submit bids.

APPLIES? YES NO Sample Contract/Required Provisions “Attachment M” For Information Purposes.

I. POINTS OF

CONTACT FOR

INQUIRIES:

Bidders and their representatives are prohibited from contacting City/NOAB employees, Board Members, or officials or architect(s) and/or engineer(s) hired for this project about this invitation to bid prior to the Bid Deadline. If a bidder violates the established prohibition on communications, the City or NOAB may disqualify its bid package.

For DBE, Purchasing related inquires, a bidder shall submit its question in writing to the appropriate point of contact no later than seven (7) business days prior to the Bid Deadline.

1. PURCHASING For all inquiries (except SLDBE), please direct them to the following: NOAB Procurement Department, Louis Armstrong New Orleans International Airport, 1 Terminal Drive, 3rd floor, Kenner, Louisiana 70062. E-mail: procurement@flymsy.com.

Note: If the bidder contacts the NOAB Procurement Department via email, please include in the email the following subject line: “Bid No. 4787 – question(s)”.

2. SLDBE Please direct inquiries via email to philisti@flymsy.com (cc: procurement@flymsy.com), or via mail to the NOAB Community Engagement & Contract Compliance Department, Louis Armstrong New Orleans International Airport, 1 Terminal Drive, 3rd floor, Kenner, Louisiana 70062 or by telephone at: (504) 303-7611.

Note: If the bidder contacts the NOAB CEC Department via email, please include in the email the following subject line: “Bid No.4787 – SLDBE - question(s)”.

3. HIRE NOLA Please direct inquiries via email to hirenola@nola.gov , or via mail to the Office of Workforce Development, 3400 Tulane Avenue, 2nd Floor, New Orleans, LA 70119, or by telephone at: (504) 658-4500.

Note: If the bidder contacts Hire Nola via email, please include in the email the following subject line: “Bid No. 4787 – Hire Nola - question(s)”.

- END OF DOCUMENT -

Attachment A-1 New Orleans Aviation Board ITB – North Terminal Gasket Repairs City of New Orleans Solicitation #4787

Attachment A-1 New Orleans Aviation Board ITB – North Terminal Gasket Repairs City of New Orleans Solicitation #4787 Page 1 of 1

INVITATION TO BID

NEW ORLEANS AVIATION BOARD

AN UNATTACHED BOARD OF THE

CITY OF NEW ORLEANS

NORTH TERMINAL GASKET REPAIRS

ATTACHMENT “A-1”

PROJECT SUMMARY

The City of New Orleans (City) and New Orleans Aviation Board (NOAB) solicits bids to obtain a contract for the removal of damaged, missing or dislodged vertical curtain wall air seal gaskets and the installation of glazing sealant for the Louis Armstrong New Orleans International Airport.

The work for this project includes, but is not limited to, the following:

1. Refer to:

• Exhibit 1 – 02 20 00 Existing Conditions Specs

• Exhibit 2 – 07 92 00 Joints and Sealants

• Exhibit 3 – Hurricane Ida Gasket Repairs Plans & Drawings

-END OF DOCUMENT-

MSY TASK 12: NORTH TERMINAL GASKET REPAIR

Kenner, LA.

Gresham Smith Project No.: 44892.13

Existing Conditions 02 20 00 Page 1 of 2

SECTION 02 20 00 – EXISTING CONDITIONS

PART 1 - GENERAL

1.01 SUMMARY

1. The contractor shall be deemed to be thoroughly familiar with the condition of the building and project environment before submitting proposal for the work, and to be satisfied as to the condition under which the work is to be performed, or that will, in any manner, affect the work. No extra payment will be made for claims for additional work that could have been determined or anticipated prior to submitting the proposal.

2. The contractor shall check and verify the contract documents and field conditions for accuracy, confirming that the work is buildable as shown, before proceeding with construction. If there are any questions regarding these documents or other coordinating questions, the contractor shall be responsible for obtaining clarification from the architect before proceeding with the work, or related work, in question.

3. Verify all space dimensions as shown with existing job conditions before starting construction. Notify the architect of any discrepancies found.

4. The existing structure is present served with active electrical, water, sewer, communications and drainage lines. Interruption of, or tie-ins to, these lines and services must occur during non-operating hours and must be scheduled in advance with the owner. When an interruption to one of these services does occur, the contractor shall restore the service promptly.

5. Review locations of existing expansion joints as they relate to finishes.

6. The contractor and sub-contractors shall verify building opening clearances for delivery of equipment and materials.

7. The construction site shall be cleaned daily. Properly remove and dispose of all debris, rash and dust within the area of work surrounding rooms/area. The contractor (GC) is to follow owner standards and requirements for proper disposal of materials.

8. Work shall be erected plumb and true-to-line.

9. Work utilizing noise-producing equipment or dust, shall be subject to the owner’s approval and may be required to be conducted after hours.

10. The GC shall patch and finish to match existing, any adjacent rooms or corridors that are affected in any manner, by the work, including those spaces that may be required to be accessed to conduct the work. Coordinate such access with the building management or owner. The site must be properly secure while and after the work is in progress.

11. Properly secure the work area from entry when work is not in progress.

Gresham Smith Project No.: 44892.13

Existing Conditions 02 20 00 Page 2 of 2

©2026 GRESHAM SMITH. ALL RIGHTS RESERVED. USE SUBJECT TO ANY WRITTEN AGREEMENT WITH

GRESHAM SMITH.

END OF SECTION 02 20 00

ISSUED: DATE:

ISSUE FOR BID JUNE 13, 2026JULY 10, 2026

Gresham Smith Project No.: 44892.13

JOINTS AND SEALANTS 07 92 00 Page 1 of 11

SECTION 079200 - JOINT SEALANTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Silicone joint sealants.

2. Urethane joint sealants.

1.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site by the Manufacturer’s Technical representative.

B. Architect, Contractor’s Superintendent, Installer and their supervision must attend.

1.3 ACTION SUBMITTALS

A. Product Data: For each joint-sealant product.

B. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view.

C. Samples for Verification: For each kind and color of joint sealant required, provide Samples with joint sealants in actual intended joint width formed between two 6-inch-long strips of material matching the appearance of exposed surfaces adjacent to joint sealants.

E. Joint-Sealant Schedule: Include the following information: use designations used in this

Section:

1. Joint-sealant application, joint location, and designation.

2. Joint-sealant manufacturer and product name.

3. Joint-sealant formulation.

4. Joint-sealant color.

1.4 INFORMATIONAL SUBMITTALS

A. Preconstruction Laboratory Test Reports: From sealant manufacturer, indicating the following:

1. Materials forming joint substrates and joint-sealant backings have been tested for compatibility and adhesion with joint sealants.

2. Interpretation of test results and written recommendations for primers and substrate preparation are needed for adhesion.

B. Manufacturer Preconstruction Field-Adhesion-Test Reports: Indicate which sealants and joint preparation methods resulted in optimum adhesion to joint substrates based on testing specified in "Preconstruction Testing" Article.

C. Field-Adhesion-Test Reports: For each sealant application tested.

D. Sample Warranties: For special warranties.

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JOINTS AND SEALANTS 07 92 00 Page 2 of 11

E. Manufacturer’s published Technical Data and recommendations for use and installation including limitations, uses, applications, composition, preparation recommendations for specific conditions of this project, handling, storage, and MSDS Sheets

1.5 QUALITY ASSURANCE

A. Installer Qualifications: An authorized representative must have been trained and approved by manufacturer. Provide written evidence from the manufacturer.

B. Product Testing: Test joint sealants using a qualified testing agency.

1. Testing Agency Qualifications: Qualified according to ASTM C1021 to conduct the testing indicated.

C. Mockups: Install sealant in mockups of assemblies as follows:

1. Prepare 3 individual mockups each of 2 foot (min.) long sections using the same profile and materials as required in this scope of work. After all 3 have been determined acceptable in all regards including adhesion, finish profile, color, etc. by the manufacturer’s technical representative and the Architect, mockup one in-place section in an agreed location of continuous 4’ long.

2. For all mockups, use materials and installation methods specified in this Section.

3. Mockups must be prepared only after a 2-week written notice to the Architect and the

Manufacturer’s Technical representative.

4. All materials for this scope of work must be demonstrated in the mockups including, but not limited to the cleaning and prep, the primer and the sealant.

5. The manufacturer’s Technical Rep and the Architect shall witness all steps of the mockup including preparation and installation.

1.6 PRECONSTRUCTION TESTING

A. Preconstruction Laboratory Testing: Submit to joint-sealant manufacturers, for testing indicated below, samples of materials that will contact or affect joint sealants.

1. Adhesion Testing: Use ASTM C794 to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates.

2. Compatibility Testing: Use ASTM C1087 to determine sealant compatibility when in contact with glazing and gasket materials.

3. Stain Testing: Use ASTM C1248 to determine stain potential of sealant when in contact with stone, masonry, or exposed concrete substrates.

4. Submit manufacturer's recommended number of pieces of each type of material, including joint substrates, joint-sealant backings, and miscellaneous materials.

07 92 00 Page 2 of 10

JOINTS AND SEALANTS 07 92 00 Page 3 of 11

5. Schedule sufficient time for testing and analyzing results to prevent delaying the Work.

6. For materials failing tests, obtain joint-sealant manufacturer's written instructions for corrective measures, including use of specially formulated primers.

7. Testing will not be required if joint-sealant manufacturers submit data that are based on previous testing, not older than 24 months, of sealant products for adhesion to, staining of, and compatibility with joint substrates and other materials matching those submitted.

B. Preconstruction Field-Adhesion Testing: Before installing sealants, field test their adhesion to

Project joint substrates as follows:

1. Locate test joints where indicated on Project or, if not indicated, as directed by

Architect.

2. Conduct field tests for each kind of sealant and joint substrate.

3. Notify Architect and Manufacturer’s Technical Representative fourteen days in advance of dates and times when test joints will be erected.

4. Arrange for tests to take place with joint-sealant manufacturer's technical representative present.

a. Test Method: Test joint sealants according to Method A, Field-Applied Sealant

Joint Hand Pull Tab, in Appendix X1.1 in ASTM C1193 or Method A, Tail

Procedure, in ASTM C1521.

1.7 FIELD CONDITIONS

A. Do not proceed with installation of joint sealants under the following conditions:

1. When ambient and substrate temperature conditions are outside limits permitted by joint- sealant manufacturer or are below 40 deg F.

2. When joint substrates are wet.

3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated. These limits are to be evident in the Product Data Submittals.

Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period.

1. Warranty Period: Two years from date of Substantial Completion.

B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or replace those joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period.

1. Warranty Period: Five years from date of Substantial Completion.

C. Special warranties specified in this article exclude deterioration or failure of joint sealants from the following:

07 92 00 Page 3 of 10

Gresham Smith Project No.: 44892.13

JOINTS AND SEALANTS 07 92 00 Page 4 of 11

1. Movement of the structure caused by stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression.

2. Disintegration of joint substrates from causes exceeding design specifications.

3. Mechanical damage caused by individuals, tools, or other outside agents.

4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants.

PART 2 - PRODUCTS

2.1 JOINT SEALANTS, GENERAL

A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience.

B. Colors of Exposed Joint Sealants: As scheduled, or if not scheduled, as selected by Architect from manufacturer's full range.

2.2 NEUTRAL, ONE PART SILICONE SEALANT – EXTERIOR USE AT VERTICAL CURTAIN WALL

JOINTS WHERE INDICATED

A. One-part, neutral-cure, architectural-grade sealant that easily extrudes in any weather and cures quickly at room temperature.

B. Cold-applied, non-sagging silicone material cures to a medium modulus silicone rubber upon exposure to atmospheric moisture. The cured sealant is durable and flexible enough to accommodate ± 50 percent movement of original joint dimension when installed in a properly designed weather seal joint. In a properly designed structurally glazed joint, the sealant is strong enough to support glass and other panel materials under high wind load.

C. Meets the requirements of

• Federal Specification TT-S 001 543A (COM-NBS) Class A for silicone building sealants

• Federal Specification TT-S-00230C (COM-NBS) Class A for one-part building sealants

• ASTM Specification C 920 Type S, Grade NS, Class 50, Use NT, G, A and O

• ASTM Specification C 1184 for structural silicone sealants

• Canadian Specification CAN2-19.13- M82

07 92 00 Page 4 of 10

Gresham Smith Project No.: 44892.13

JOINTS AND SEALANTS 07 92 00 Page 5 of 11

D. Physical Properties:

E. Color: Match adjacent remaining sealant from custom colors.

F. Basis of Design: DOWSIL 795 Silicone Building Sealant.

1. Products subject to compliance with the full detailed Substitution Request procedures may include ones manufactured by –

a. Pecora Corporation.

b. Sika Corporation.

c. Tremco Incorporated.

2.3 PRIMER FOR NEUTRAL, ONE PART SILICONE SEALANT

A. Primer is to improve adhesion and accelerate adhesion build-up of silicone sealants to substrates. Primer is to contains a UV indicator which allows the primer to be visible under a 365 nm wavelength light, so that quality control procedures may be tailored to ensure presence of primer. Other benefits can be determined in actual field installation and application tests.

D. Physical Properties:

As Cured After 21 Days at 25 degrees Celsius (77 degrees Farenheit) and 50% RH

ASTM D 2240 Durometer Hardness, Shore A points 35

ASTM C 794 Peel Strength lb/in (kg/cm) 32 (5.7)

ASTM C 1135 Tension Adhesion Strength At 25% Extension psi (MPa) 45 (0.310) At 50% Extension psi (MPa) 60 (0.414)

ASTM C 719 Joint Movement Capacity percent +/- 50

ASTM C 1248 Staining (Granite, Marble, Limestone, Brick and Concrete) None

As Cured After 21 Days at 25 degrees Celsius (77 degrees Farenheit) and 50% RH Followed by 10,000 hours in a QUV Weatherometer , ASTM G 53

ASTM C 1135 Tension Adhesion Strength At 25% Extension psi (MPa) 35 (0.241) At 50% Extension psi (MPa) 50 (0.345)

1. ASTM: American Society for Testing and materials.

2. Based on South Cost Air Quality Management District of California. Maximum VOC is listed both inclusive and exclusive of water and exempt compounds.

Test¹ Property Unit Result

ASTM C 679 Tack Free Time, 50% RH hours 3

As Supplied

Curing Time at 25°C (77°F) and 50% RH days 7-14

Full Adhesion days 14-21

ASTM C 639 Flow, Sag or Slump inches 0.1(2.54)

Working Time minutes 20-30

VOC Content2 g/L 30

07 92 00 Page 5 of 10

JOINTS AND SEALANTS 07 92 00 Page 6 of 11

The primer is to be a film forming adhesion promoter and classified as a Low-Solids Sealant

Primer according to the following regulations: Rule 1168 for Adhesives and Sealant Applications published on the South Coast Air Quality Management District and Rule 8-51 for Organic

Compounds, Adhesive and sealant products published by the Bay Area Air Quality Management

District. The VOC Inclusive value reported on the product label follows the definitions on these regulations.

B. Physical Properties:

C. Color: Only as recommended by Neutral, One Part Silicone Sealant manufacturer.

D. Basis of Design: DOWSIL™ Primer-C OS.

1. Products subject to compliance with the full detailed Substitution Request procedures may include ones manufactured by –

a. Pecora Corporation.

b. Sika Corporation.

c. Tremco Incorporated.

B. Physical Properties:

Property Unit Result

As Supplied

Color Colorless

Viscosity at 23° (73.4°F) mPa.s < 10

Flash point - closed cup °C (°F) -9 (15.8)

VOC inclusive g/l 49

Specific gravity at 23°C (73.4°F) 0.9

As Supplied

Adhesion per ASTM1 C-794 with DOWSILTM 983 Structural Glazing Sealant pli > 20

1. ASTM: American Society for Testing and materials.

07 92 00 Page 6 of 10

JOINTS AND SEALANTS 07 92 00 Page 7 of 11

2.6 JOINT-SEALANT BACKING

A. Sealant Backing Material, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by sealant manufacturer based on field experience and laboratory testing.

B. Cylindrical Sealant Backings: ASTM C1330, types as approved in writing by joint-sealant manufacturer for joint application indicated, and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance.

C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable.

2.7 MISCELLANEOUS MATERIALS

A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.

B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way and formulated to promote optimum adhesion of sealants to joint substrates.

C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting performance of the Work.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements:

1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and

JOINTS AND SEALANTS 07 92 00 Page 8 of 11 approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost.

2. Clean, porous joint substrate surfaces by brushing, grinding, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates include the following:

a. Concrete.

b. Masonry.

c. Unglazed surfaces of ceramic tile.

3. Remove laitance and form-release agents from concrete.

4. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. Nonporous joint substrates include the following:

a. Metal.

b. Glass.

c. Porcelain enamel.

d. Glazed surfaces of ceramic tile.

B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces.

C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal.

3.3 INSTALLATION OF JOINT SEALANTS

A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply.

B. Sealant Installation Standard: Comply with recommendations in ASTM C1193 for use of joint sealants as applicable to materials, applications, and conditions indicated.

C. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability.

JOINTS AND SEALANTS 07 92 00 Page 9 of 11

1. Do not leave gaps between ends of sealant backings.

2. Do not stretch, twist, puncture, or tear sealant backings.

3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials.

D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints.

E. Install sealants using proven techniques that comply with the following and at the same time backings are installed:

1. Place sealants so they directly contact and fully wet joint substrates.

2. Completely fill recesses in each joint configuration.

3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability.

F. Tooling of Non-sag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified in subparagraphs below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint.

1. Remove excess sealant from surfaces adjacent to joints.

2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces.

3. Provide concave joint profile per Figure 8A in ASTM C1193 unless otherwise indicated.

a. Use masking tape to protect surfaces adjacent to recessed tooled joints.

3.4 CLEANING

A. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur.

3.5 PROTECTION

A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out, remove, and repair damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work.

JOINTS AND SEALANTS 07 92 00 Page 10 of 10

3.6 EXTERIOR JOINT-SEALANT SCHEDULE

A. Exterior concealed watertight joints in metal cladding systems.

1. Joint Sealant: Single-component neutral-curing non-sag non-staining silicone sealant;

Movement Class 100/50.

2. Joint-Sealant Color: As selected by Architect from manufacturer's full range.

B. Exterior perimeter joints between concrete or masonry and frames of doors, windows, and louvers.

1. Joint Sealant: Single-component neutral-curing non-sag non-staining silicone sealant;

Movement Class 50/50.

2. Joint-Sealant Color: As selected by Architect from manufacturer's full range. Multiple colors required to match several conditions.

C. Exterior vertical joints between different materials listed above.

1. Joint Sealant: Single-component neutral-curing non-sag non-staining silicone sealant;

Movement Class 50/50.

2. Joint-Sealant Color: As selected by Architect from manufacturer's full range. Multiple colors required to match several conditions.

D. All other exterior non-traffic joints.

1. Joint Sealant: Single-component neutral-curing non-sag non-staining silicone sealant;

Movement Class 50/50.

©2026 GRESHAM SMITH. ALL RIGHTS RESERVED. USE SUBJECT TO ANY WRITTEN AGREEMENT WITH

GRESHAM SMITH.

END OF SECTION 07 92 00

ISSUED: DATE:

ISSUE FOR BID JULY 10, 2026

SHEET NAME

MA Project No:

SHEET NO.

REVISIONS

DATE ISSUED FOR

DRAWING ISSUE

P

O Y

D R

A S

S T

R E

E T

S

T E

N E

W O

R L E

A N

S L A

-6

W W

W .M

A N

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IN

G .X

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G000

COVER SHEET

19059

T

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IN

A L

D R

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N E

R

L A

H U

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IC

A

N E

I D

A G

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3/18/2024

6/27/2024

ISSUE FOR 60% SET

ISSUE FOR 100% SET

M S

Y

N O

R T

H T

E R

M

IN

A L

IS

S

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F O

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ID

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MSY - NORTH TERMINAL

HURRICANE IDA GASKET REPAIRS

1 TERMINAL DR, KENNER, LA 70062

ISSUE FOR BIDS

DRAWING INDEX

SHEE

T NO. SHEET NAME

60%

CD

100%

CD BID

01 GENERAL

G000 COVER SHEET X X X

G001 INFORMATION SHEET X X X

08 ARCHITECTURAL

A0 SITE PLAN X X X

A0.1 TERMINAL HEAT MAP X X X

A0.2 NORTH TERMINAL VERTICAL GASKET CHART X X X

A1 TERMINAL X X X

A2 TERMINAL IMAGES X X X

BID DOCUMENT REVIEW9/27/2024

6/13/2026 ISSUE FOR BIDS

X

DRAWING INDEX

SHEE

T NO. SHEET NAME

60%

CD

100%

CD BID

01 GENERAL

G000 COVER SHEET X X X

G001 INFORMATION SHEET X X X

G002 SPECIFICATIONS X X X

08 ARCHITECTURAL

A0 SITE PLAN X X X

A0.1 TERMINAL HEAT MAP X X X

A0.2 NORTH TERMINAL VERTICAL GASKET CHART X X X

A1 TERMINAL X X X

A2 TERMINAL IMAGES X X X

A3 A3.1

SECTION & DETAILS

SECTION & DETAILS

X X X

X X XA4

X X XA4.1 SECTION & DETAILS

ELEVATIONS

X XA4.2 SECTION & DETAILS

7/10/2026 ISSUE FOR 60% SISSUE FOR BIDS

GRAPHIC SYMBOLS

ROOM / SPACE NAME

ROOM / SPACE NUMBER

FIRST DIGIT INDICATES FLOOR

BUILDING OR WALL SECTION

DIRECTION OF CUTTING PLANE

SHEET NUMBER ON WHICH

SECTION OR DETAIL IS DRAWN

COLUMN

REFERENCE GRID

DRAWING NUMBER

SHEET NUMBER ON WHICH

THIS DRAWING IS DRAWN

SHEET NUMBER ON WHICH THIS

DRAWING IS REFERENCED OR CUT

DRAWING TITLE

SURFACE SHOWN

IN ELEVATION

SHEET NUMBER ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

WORKPLANE DESIGNATION

HEIGHT RELATIVE TO

PROJECT BASE POINT

DOOR NUMBER TAG;

RE: DOOR SCHEDULE

REFERENCE NUMBER FOR PARTITIONS;

REFERENCE PARTITION SCHEDULE

KEYNOTE DESIGNATION;

RE: KEYNOTE SCHEDULE EACH SHEET

REVISION NUMBER (PER SHEET)

CENTERLINE

ENLARGED DETAIL NUMBER

SHEET NUMBER ON WHICH ENLARGED

DETAIL IS DRAWN

AREA OF DETAIL TO

BE ENLARGED

XX-XX

DRAWING SCALE

WINDOW / STOREFRONT /

CURTAINWALL / LOUVER

DESIGNATION;

RE: OPENINGS SCHEDULE

REVISION CLOUD

XX'-XX"

ELEVATION ABOVE

FINISHED FLOOR TAG

DIMENSION STRING

FINISH TAG;

RE: FINISH SCHEDULE

XX-XX

DETAIL NUMBER

DIRECTION OF CUTTING PLANE

SHEET NUMBER ON WHICH

SECTION OR DETAIL IS DRAWN

A101

SIM

LEVEL

12' - 0"

A101

SIM

ANNOTATES SIMILAR OR OPPOSITE

1 DRAWING TITLE

1/4" = 1'-0"

A1.0 A1.0

ANNOTATES SIMILAR OR OPPOSITE

A101

SIM ANNOTATES SIMILAR OR OPPOSITE

A101

1 Ref

Room name

150 SF ROOM / SPACE AREA

1585A

2'-0"2'-0"

1A3 - 1 (45)

1i

SRC (A)

FIRE EXTINGUISHER CABINET TYPE

FIRE EXTINGUISHER CLASS

ABBREVIATIONS

ACOUS. ACOUSTICAL

A.C.T. ACOUSTICAL CEILING TILE

A.D. AREA DRAIN

ADJ. ADJACENT

ADJUST. ADJUSTABLE

A.F.F. ABOVE FINISHED FLOOR

A.F.G ABOVE FINISH GRADE

ALUM. ALUMINUM

APPROX. APPROXIMATELY

ASB. ASBESTOS

ATTEN. ATTENUATION

BR. BRICK

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BM. BEAM

BOL. BOLLARD

CAR. CARPET

C.B. CATCH BASIN

C.G. CORNER GUARD

C.J. CONTROL JOINT

C.M.U. CONCRETE MASONRY UNIT

C.O. CLEAN OUT

C.R. COLD ROLLED

CAB. CABINET

CEM. CEMENT

CLG. CEILING

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CPT. CARPET TILE

C.T. CERAMIC TILE

C.W. CURTAIN WALL

DBL. DOUBLE

DEMO. DEMOLITION

DET. DETAIL

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

DWG. DRAWING

EA. EACH

EDF ELECTRIC DRINKING FOUNTAIN

E.J. EXPANSION JOINT

EL. ELEVATION

ELECT. ELECTRICAL

ENAM. ENAMEL

EQ. EQUAL

EQUIP. EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRICAL WATER COOLER

EXIST. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

F.D. FLOOR DRAIN

F.H. FLAT HEAD

FDN. FOUNDATION

FIN. FINISH

FLR. FLOOR

FLUOR. FLUORESCENT

FOC. FACE OF CONC.(MAS.)

F.E.C. FIRE EXITINGUISHING CABINET

F.H.C. FIRE HOSE CABINET

F.R.C FULLY RECESSED CABINET

F.R. FIRE RESISTANCE

FRM. FRAME

FRP FIBERGLASS REINFORCEMENT PANEL

FT. FOOT

G.I. GALVANIZED IRON

GA. GAUGE

GALV. GALVANIZED

GEN. GENERAL

GL. GLASS

GR. GRANITE

GYP. GYPSUM

GYP. BD. GYPSUM BOARD

G.W.B. GYPSUM WALL BOARD

HC HANDICAPPED

H.M. HOLLOW METAL

H.R. HANDRAIL

HORIZ. HORIZONTAL

HT. HEIGHT

I.D. INSIDE DIMENSION

IN. INCH

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

J.B. JUNCTION BOX

JT. JOINT

LAV. LAVATORY

LM LIMESTONE

LT.WT. LIGHT WEIGHT

L.V.T. LUXURY VINYL TILE

MA MARBLE

M.H. MANHOLE

MACH. MACHINE

MANUF. MANUFACTURER

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

M.T. METAL THRESHOLD

N.I.C. NOT IN CONTRACT

NOM. NOMINAL

NTS. NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OPG. OPENING

P. PAINT

P.T. PORCELAIN TILE

PARTN. PARTITION

PLAM. PLASTIC LAMINATE

PLAS. PLASTER

PLWD. PLYWOOD

Q.T. QUARRY TILE

R METAL ROOF FINISH

R.B. RESILIENT BASE

R.D. ROOF DRAIN

RAD. RADIUS

RE. REFERENCE

REC. RECESSED

REINF. REINFORCED

REQ'D REQUIRED

RET. RETAINING

RM. ROOM

R.O. ROUGH OPENING

R.T. RESILIENT TILE

SEAL. SEALANT

S.S. STAINLESS STEEL

SCHED. SCHEDULE

SECT. SECTION

SF SPECIAL FINISH

SH SHUTTER

SHT. SHEET

SIM. SIMILAR

SL. SLOPE

S.M.C. SURFACE MOUNT CABINET

SPEC. SPECIFICATION

S.R.C. SEMI-RECESSED CABINET

SQ. SQUARE

STD. STANDARD

STL. STEEL

STRUCT. STRUCTURAL

SUSP. SUSPENDED

SVT SPECIALTY VINYL TILE

T. TREADS

T.&B. TOP & BOTTOM

T.C. TOP OF CURB

T&G TONGUE & GROOVE

T.O.C. TOP OF CONCRETE

T.O.S. TOP OF STEEL

TEL. TELEPHONE

TRZ. TERRAZZO

THRU. THROUGH

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

UR. URINAL

V.C.P. VERIFIED CLAY PIPE

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VSF VINYL SHEET FLOORING

V.W.C. VINYL WALL COVERING

W/ WITH

W.C. WATER CLOSET

W.F. WIDE FLANGE

W.P. WATERPROOF

W.W.F. WELDED WIRE FABRIC

WATER RES. WATER-RESISTANT

W.B. WOOD BASE

WD. WOOD

1. DIMENSIONS ARE SHOWN TO FACE OF FINISHES, U.N.O.

2. DO NOT SCALE DRAWINGS. CONSULT WITH ARCHITECT FOR CLARIFICATIONS.

3. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR BUILDING THIS PROJECT IN

ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, UNLESS OTHERWISE

NOTIFIED IN WRITING BY THE OWNER OR ARCHITECT.

4. ALL WORK SHALL BE IN COMPLIANCE WITH THE CURRENT VERSION OF ALL

APPLICABLE CODES AND THE AMERICAN DISABILITIES ACT. CONTRACTOR SHALL

NOTIFY ARCHITECT OF ANY DEFICIENCIES PRIOR TO THE COMPLETION OF WORK.

5. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTIONS NECESSARY PER ALL

APPLICABLE REGULATIONS.

6. CONTRACTOR WILL COORDINATE WITH OWNER PARKING ON OR OFF SITE. ONLY

EQUIPMENT FOR CONSTRUCTION MAY BE PARKED ON SITE.

7. THE LOCATION OF THE EXISTING UTILITIES AND STRUCTURES SHOWN HEREON ARE

APPROXIMATE. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE

VERIFICATION OF THE EXISTENCE AND ACTUAL LOCATION OF SUCH, WHETHER

SHOWN HEREON OR NOT, PRIOR TO ANY EXCAVATION. ANY DAMAGES SHALL BE

REPAIRED AT THE EXPENSE OF THE GENERAL CONTRACTOR.

8. ALL EXTERIOR JOINTS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF WATER

AND/OR AIR LEAKS SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED, OR

OTHERWISE SEALED. REFER TO DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

9. PENETRATIONS INTO, AND OPENINGS THROUGH AN EXIT ENCLOSURE (I.E. STAIRS)

SHALL BE LIMITED THE FOLLOWING:

A) DOORS PERMITTED IN NFPA 101, 7.1.3.2.1 (9)

B) ELECTRICAL CONDUIT SERVING THE EXIT ENCLOSURE.

C) REQUIRED EXIT DOOR OPENINGS

D) DUCTWORK AND EQUIPMENT NECESSARY FOR INDEPENDENT STAIR

PRESSURIZATION.

E) WATER OR STEAM PIPING NECESSARY FOR THE HEATING OR COOLING OF THE

EXIT ENCLOSURE.

F) SPRINKLER PIPING.

G) STANDPIPES.

H) EXISTING PENETRATIONS PROTECTED IN ACCORDANCE WITH NFPA 8.3.5.

I) PENETRATIONS FOR FIRE ALARM CIRCUITS, WHERE THE CIRCUITS ARE

INSTALLED IN METAL CONDUIT AND THE PENETRATIONS ARE PROTECTED IN

ACCORDANCE WITH 8.3.5.

10. FIRE BARRIERS SHALL BE CONTINUOUS FROM OUTSIDE WALL TO OUTSIDE WALL,

FROM FIRE BARRIER TO ANOTHER FIRE BARRIER, OR A COMBINATION THEREOF:

INCLUDING CONTINUITY THROUGH ALL CONCEALED SPACES SUCH AS THOSE

FOUND ABOVE A CEILING. INCLUDING INTERSTITIAL SPACES.

11. PASSAGES OF PIPES, CONDUITS, BUS DUCTS, CABLES, WIRES, AIR DUCTS

PNEUMATIC DUCTS, AND SIMILAR BUILDING SERVICES EQUIPMENT THROUGH FIRE

BARRIERS SHALL BE PROTECTED WITH THE SAME FIRE RATING AS THE ADJACENT

WALL.

12. PROVIDE STENCILING ABOVE ACCESSIBLE CEILINGS, AND IN CONCEALED SPACES

AT CORRIDOR PARTITIONS, SMOKE STOP PARTITIONS, HORIZONTAL EXIT

PARTITIONS EXIT ENCLOSURES, AND FIRE RATED WALLS. PRIOR TO STENCILING

OBTAIN APPROVAL FROM AUTHORITY HAVING JURISDICTION FOR THE EXACT

WORDING OF MESSAGE.

13. THE SEQUENCE OF INSTALLATION OF ALL ELEMENTS WITHIN AN ASSEMBLY, TO

ASSURE THE CONSTRUCTIBILITY, IS THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR. QUERIES BY THE GENERAL CONTRACTOR REGARDING

CONSTRUCTIBILITY OF ANY ASSEMBLY SHALL BE ADDRESSED TO THE ARCHITECT

FOR REVIEW IN A TIMELY MANNER, IN ORDER FOR THE ARCHITECT TO REVIEW AND

COORDINATE WITH OTHER DISCIPLINES, AND TO ENSURE THE CONSTRUCTION

SCHEDULE IN NOT ADVERSELY IMPACTED.

14. CONTRACTOR SHALL PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST

DAMAGE AND SOILING DURING DEMOLITION.

15. CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY DEFECTS AND/OR

DAMAGED/DECAYING MATERIALS FOUND IN THE EXISTING STRUCTURE OR WORK

PRIOR TO ENCLOSING NEW CONSTRUCTION.

16. THE EXISTING PLAN IS DOCUMENTED ON THE DRAWINGS IN ACCORDANCE WITH A

LIMITED NUMBER OF AVAILABLE ORIGINAL CONSTRUCTION DRAWINGS AND FIELD

INVESTIGATIONS. VARIANCE OF ACTUAL EXISTING CONDITIONS FROM THOSE

ILLUSTRATED ON THESE DOCUMENTS MAY OCCUR. THE GENERAL CONTRACTOR

SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK AND REPORT

ANY AND ALL DISCREPANCIES TO THE ARCHITECT.

17. ALL EXISTING ITEMS TO REMAIN UNLESS OTHERWISE NOTED.

18. CONTRACTOR TO COORDINATE ALL SHUT DOWNS OR INTERRUPTIONS IN ANY

SERVICE WITH THE OWNER PRIOR TO PROCEEDING WITH WORK.

19. ALL WOOD BLOCKING & NAILERS TO BE PRESSURE TREATED.

PROJECT DIRECTORY

OWNER:

MSY- TASK12,…