Addendum 3~1.pdf

Addendum No. 3 - Page 1 of 5

PROJECT:

Window Replacement - Seigel Health Technologies Building 777 Elsbree Street Fall River, MA 02720 Project No. M-01-27

ADDENDUM NO. 3 09/28/2026

Posted: 09/28/2026 at 4:08PM EDT

Awarding Authority/Owner:

Bristol Community College 777 Elsbree Street Fall River, MA 02720

Reference Contract Documents (drawings and specifications) dated 09/01/2026

The attention of Bidders submitting proposals for the above subject project is called to the following addendum to the specifications and drawings. The items set forth herein, whether of omission, addition, substitution, or clarifications are all to be included in and form a part of the proposal submitted.

THE NUMBER OF THIS ADDENDUM (3) MUST BE ENTERED IN THE APPROPRIATE

SPACE “B” PROVIDED AFTER THE WORD “NUMBERS” OF THE CONTRACT FORM ENTITLED

“FORM FOR GENERAL BID,” AND IN SPACE “B” OF THE “FORM FOR SUB-BID.”

BID DOCUMENT MODIFICATIONS ARE AS FOLLOWS.

Specifications:

■ Replace the following technical sections in their entirety. (See attached) 00 01 08 Table of Contents 02 80 00 Existing Hazardous Materials Info 07 52 16 SBS Modified Bituminous Membrane Roofing 08 41 13 Aluminum-Framed Entrances and Storefronts 12 24 13 Roller Window Shades

Drawings:

■ Replace the following drawings in their entirety. (See attached) D1.1 Demolition Plan First Floor A1.1 Renovation Plan First Floor A5.1 Renovation Enlarged Section Details A6.1 Renovation Storefront Types, Door Types & Door Schedule

Clarifications:

GENERAL

RFI #15 - Type: General Drawing ref: Addendum No. 2 modification to Detail 6/A5.1; revised Section 04 20 00 Section ref: Section 01 22 00, Unit Price No. 2 Question:

Section 01 22 00 states that CMU for Unit Price No. 2 will be furnished by the Owner. Addendum No. 2 changes Detail 6/A5.1 to require new 8-inch CMU to be “Contractor furnished and installed,” and revised Section 04 20 00 includes new CMU knee walls. Please confirm whether all CMU, including CMU used for spot replacement and new knee walls, shall be furnished by the Contractor.

Response: (Prime Designer)

Addendum No. 3 - Page 2 of 5

Unit Price 2 is for spot replacement only. Owner shall furnish CMU for spot replacement to be installed by the Contractor. Contractor to furnish and install CMU for new knee walls.

RFI #16 - Type: General Drawing ref: Addenda 1 and 2; Detail 6/A5.1 Section ref: Sections 04 01 20, 04 20 00.FSB, and revised 04 20 00;

Question:

Please confirm that the Masonry Filed Sub-Bid includes: • Removal and replacement of damaged brick and CMU. • Repointing. • New CMU knee walls. • CMU cutting and toothing. • Reinforcing, anchors, grout, mortar, and accessories. • Grouting of hollow-metal door frames. • Masonry scaffolding and hoisting. • Masonry demolition and disposal. Please also clarify whether painting of the new exposed CMU and existing steel lintels is part of the General Contractor’s painting scope rather than the Masonry Filed Sub-Bid.

Response: (Prime Designer) The Filed Sub-Bid due date has passed. Painting is owned by the General Bidder.

RFI #17 - Type: General Drawing ref: A1.2, A3.1, A4.1, and A5.1 Section ref: Section 07 52 16; roof work shown at Stair 1 and Stair 2 Question:

The specifications require modifications to the existing roofing without voiding the existing roof warranty.

Please provide: •Existing roofing manufacturer and system information. •Existing roof warranty and expiration date. •Contact information for the roofing manufacturer or warranty holder. •Requirements for using a manufacturer-authorized roofing contractor. •Available record drawings or previous roof submittals.

•Required manufacturer inspection or warranty reinstatement procedures.

Response: (Prime Designer) Refer to revised Specification Section 07 52 16 SBS Modified Bituminous Membrane Roofing that is part of this Addendum.

RFI #19 - Type: General Section ref: Section 08 41 13, Paragraph 3.04; Section 08 51 13, Paragraph 3.03 Question:

Please clarify the required number of field tests for bidding purposes. For aluminum windows, Section 08 51 13 references testing based on each window “size/type,” including initial tests and six additional randomly selected windows. Please provide the number of window size/type groups to be tested. For storefronts, Section 08 41 13 requires water-spray, air-infiltration, and water-penetration testing and refers to a “Commissioning Authority.” Please: •Identify the Commissioning Authority. •Confirm the minimum total number of each test. Confirm whether the same storefront test area may be used for multiple test methods.

Response: (Prime Designer) Sections 08 41 13, paragraph 3.04 and 08 51 13, paragraph 3.03 identify quantities of tests required.

Locations shall be as directed by the Architect in the field.

Commissioning Authority shall be the Architect

RFI #20 - Type: General Section ref: Section 01 12 00, Summary of Multiple Contracts Question:

Section 01 12 00 repeatedly identifies the project as “Building G Window Replacement,” while the remainder of the Contract Documents identifies Building C. Please confirm that the references to Building G are typographical errors and that all requirements in Section 01 12 00 apply to the Building C Window Replacement project.

Response: (Prime Designer) Header is incorrect and should read "Building C" in place of "Building G". The remainder of the specification section does not change and is applicable to this project.

RFI #23 - Type: General Section ref: Sections 08 41 13, 08 71 00, and 02 41 19 Question:

Addendum No. 3 - Page 3 of 5

Section 08 41 13 includes reinstallation of salvaged exterior manual-swing entrance doors. Section 02 41 19 defines removal and reinstallation as removal, preparation for reuse, and reinstallation where indicated.

Section 08 71 00 identifies existing paired doors and requires salvage and reinstallation of existing electrical door contacts along with new door hardware. Please clarify the complete scope of work for the doors indicated to be reinstalled, including which door leaves, hardware, thresholds, and electrical door contacts are to be salvaged/reused and which components are to be provided new.

Response: (Prime Designer) Refer to Door & Frame Schedule on Sheet A6.1 and Door Hardware Sets under Specification Section 08 71 00 Door Hardware

DEMOLITION

RFI #14 - Type: Demolition Drawing ref: Demolition Drawings D1.1 through D4.1 Section ref: Sections 02 80 00, 02 82 13, and 02 84 33 Question:

The hazardous-material specifications identify approximately: • Six window-system openings with asbestos-containing glazing compounds. • Fourteen storefront openings with asbestos-containing or presumed PCB-containing materials. • Five single-door openings with presumed PCB-containing caulking. The drawings do not clearly identify which individual openings correspond to these quantities. Please issue a marked plan or elevation identifying each opening requiring asbestos and/or PCB handling. Also confirm whether the Base Bid shall include only the listed quantities or all window, storefront, and exterior-door assemblies being removed.

Response: (Prime Designer) All Aluminum windows and storefront systems and all single hollow metal doors C3, C7, C8, R1 and R2 that are scheduled to be removed as identified on the drawings are presumed to contain both Asbestos and PCB's. Refer to Div. 02 sections for removal and disposal requirements.

ARCHITECTURAL

RFI #12 - Type: Architectural Drawing ref: A5.1 Section ref: Div 12 24 13 Question:

Are we allowed to screw into the metal frames to mount the brackets? What fabrics go on which windows-light filtering and room darkening. Thanks Maria Czupryna CMC Shades and Specialties LLC President www.CMCShadesandSpecialties.com Response: (Prime Designer) Window shades are not allowed to be screwed to window/storefront frames. Mount to concrete beams above windows/storefront openings. Shades to be single roller. See revised Specification Section 12 24 13 Roller Window Shades that is part of this Addendum.

RFI #13 - Type: Architectural Drawing ref: Drawings A1.1 through A6.1 Section ref: Section 01 11 00, Paragraph 1.08;

Question:

Section 01 11 00 requires the Contractor to submit a schedule based on the “phasing plan drawings”;

however, no phasing plan appears to be included in the Contract Drawings. Please provide the referenced phasing plan or clarify the Owner’s required sequence of work, including: • Required order of elevations, floors, rooms, or building areas. • Maximum number of window or storefront openings that may be under construction simultaneously. • Whether each opening must be made watertight within the same workday. • Whether the Contractor may propose its own phasing plan for the Owner’s approval.

Response: (Prime Designer) Contractor to submit its own phasing plan for the Owner's approval. It is anticipated that the Contractor shall work on one elevation at a time. Contractor shall be responsible for ensuring that each opening is secured against weather and vandalism within the same workday. Plastic sheeting alone is not acceptable. Building

Addendum No. 3 - Page 4 of 5 contains offices, classrooms and a daycare and will be fully occupied during construction. Note: the Daycare is occupied 7:30 AM -4:00 PM, Monday-Friday, year round. The Daycare does observe the holidays of the local public schools.

RFI #21 - Type: Architectural Drawing ref: Drawings D1.1 and A1.1 Section ref: Section 12 24 13 – Roller Window Shades Question:

Section 12 24 13 provides the specifications for new roller window shades and directs the Window Treatment Schedule to the Drawings for locations of new window treatments. Drawings D1.1 and A1.1 appear to provide differing indications at Window Type F. Please clarify whether Window Type F is to receive new roller window shades in accordance with Section 12 24 13.

Response: (Prime Designer) Window Type F is to receive new roller window shades.

RFI #22 - Type: Architectural Section ref: Section 12 24 13 – Roller Window Shades Question:

Section 12 24 13 specifies new manually operated dual roller shades and also includes installation of salvaged window treatments, with locations to be indicated on the Drawings. Please clarify whether Window Type M is to receive a new roller window shade system in accordance with Section 12 24 13 or a salvaged window treatment to be reinstalled.

Response: (Prime Designer) Window Type M to receive a new roller window shade system.

ELECTRICAL

RFI #18 - Type: Electrical Drawing ref: Drawings A1.1, A1.2, D1.1, D1.2, A3.1, and D3.1; Sections 08 41 13 and 08 71 00 Section ref: Section 01 11 00;

Question:

The drawings require removal, salvage, relocation, and reinstallation of electrical receptacles, conduit, wiring, door contacts, and automatic-door components. However, no Division 26 electrical specifications or electrical drawings are included. Please clarify: 1.Whether existing wiring may be reused. 2.Who is responsible for disconnecting, reconnecting, programming, and testing security door contacts and automatic-door operators. 3.Whether the Owner has a required security or automatic-door vendor.

Response: (Prime Designer) Owner will be responsible for removal, salvage, relocation and reinstallation of electrical receptacles, conduit, wiring, door contacts, and automatic-door components. Contractor to coordinate schedule with Owner.

Other Modifications / Attachments:

The following attachment includes additional modifications, clarifications and/or provisions not included in the items above in this Addendum.

See document at the end of document.

All other of the portions of the Contract Documents remain unchanged. Please be reminded to acknowledge this Addendum on the bid forms.

ATTACHMENTS

00 01 08 Table of Contents

Addendum No. 3 - Page 5 of 5

02 80 00 Existing Hazardous Materials Info 07 52 16 SBS Modified Bituminous Membrane Roofing 08 41 13 Aluminum-Framed Entrances and Storefronts 12 24 13 Roller Window Shades D1.1 Demolition Plan First Floor A1.1 Renovation Plan First Floor A5.1 Renovation Enlarged Section Details A6.1 Renovation Storefront Types, Door Types & Door Schedule

26.09.28 BCC.BldgCWin.Add3..pdf

--- End of Addendum No. 3 ---

28 September 2026

The Contract Documents are hereby modified as follows:

BIDDING AND CONTRACT REQUIREMENTS

ITEM

NO.

SECTION or

DRAWING

NO.

PARAGRAPH or

DETAIL

DESCRIPTION

1 01 11 00 1.08 Phasing DELETE the following note: At the preconstruction meeting, the Contractor shall submit a construction schedule showing the proposed schedule for the Work as noted on the phasing plan drawings.

SUBSTITUTE the following note: At the preconstruction meeting, the Contractor shall submit a construction schedule showing the proposed sequencing of the Work by elevation.

PROJECT:

Bristol Community College Window Replacement - Seigel Health Technologies Building Project No. M-01-27

Table of Contents

Specification:

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 00 Project Manual 00 01 05 List of Consultants 00 01 08 Table of Contents 00 11 13 Advertisement to Bid 00 21 13 Instructions to Bidders 00 41 00 Form for General Bid 00 41 01 Bid Deposit 5% - General Contractor 00 41 02 DCAMM Certificate of Eligibility - General Contractor 00 41 03 Prime/General Contractor DCAMM Update Statement 00 41 10 Form for Sub-Bid 00 41 11 Bid Deposit 5% - Subcontractor 00 41 12 DCAMM Certificate of Eligibility - FSB Contractor 00 41 13 Sub-Bidder DCAMM Update Statement 00 41 50 Form for Unit Prices 00 42 00 Schedule of Unit Prices 00 42 02 Certificate of Compliance with State Tax Laws and Unemployement 00 42 04 Certificate of Compliance with Massachusetts Employment Security Law 00 48 00 Noncollusion Affidavit 00 52 00 Awarding Authority Contractor Agreement 00 52 03 Form of Subcontract 00 52 06 Form of Corporate Vote 00 61 01 Payment Bond Contractor 00 61 02 Performance Bond Contractor 00 61 03 Subcontractor's Performance and Payment Bond 00 72 00 General Conditions Contract Construction 00 73 36 Form of Contractor's Equal Employment Certification 00 73 37 Form of Subcontractor's Equal Employment Certification 00 73 39 Supplier Diversity Program

Payroll Report Form Wage Rates

00 73 43 Wage Rate Requirements

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 12 00 Summary of Multiple Contracts 01 22 00 Unit Prices 01 26 00 Contract Modification Procedures 01 29 00 Payment Procedures 01 31 00 Project Management and Coordination 01 32 00 Construction Progress Documentation 01 33 00 Submittal Procedures 01 33 01 Substitution Request Form 01 40 00 Quality Requirements 01 42 00 References 01 50 00 Temporary Facilities 01 50 10 Temporary Protection and Controls 01 50 20 Cleaning 01 60 00 Product Requirements 01 73 00 Execution 01 73 29 Cutting and Patching 01 74 19 Construction Waste Management and Disposal 01 77 00 Project Closeout Procedures 01 78 23 Operation and Maintenance Data

01 78 29 Project Record Documents

DIVISION 02 - EXISTING CONDITIONS

02 41 19 Selective Demolition 02 80 00 Existing Hazardous Materials Info 02 82 13 Asbestos Abatement 02 84 33 Presumed Polychlorinated Biphenyls Removal and Disposal

DIVISION 03 - CONCRETE

03 01 30 Concrete Repair

DIVISION 04 - MASONRY

04 01 20 Maintenance of Unit Masonry 04 20 00.FSB Masonry 04 20 00 Unit Masonry

DIVISION 05 - METALS

05 12 00 Structural Steel Framing

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 53 Misc Rough Carpentry 06 40 23 Interior Architectural Woodwork

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 10 00.FSB Waterproofing / Dampproofing / Caulking 07 52 16 SBS Modified Bituminous Membrane Roofing 07 62 00 Sheet Metal Flashing and Trim 07 84 46 Fire Resistive Joint Systems 07 92 00 Joint Sealant 07 92 01 Spray Foam Sealants

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 08 41 13 Aluminum-Framed Entrances and Storefronts 08 51 13 Aluminum Windows 08 71 00 Door Hardware 08 80 00 Glazing

DIVISION 09 - FINISHES

09 65 19 Resilient Tile Flooring 09 91 00 Painting

DIVISION 12 - FURNISHINGS

12 24 13 Roller Window Shades

Drawings:

GENERAL

G0.0 Cover Sheet

DEMOLITION

D1.1 Demolition Plan First Floor D1.2 Demolition Plan Second Floor D2.1 Demolition Elevations - Sheet 1 D2.2 Demolition Elevations - Sheet 2 D3.1 Demolition Wall Sections D4.1 Demolition Plan Details

ARCHITECTURAL

A1.1 Renovation Plan First Floor A1.2 Renovation Plan Second Floor A2.1 Renovation Elevations - Sheet 1 A2.2 Renovation Elevations - Sheet 2 A3.1 Renovation Wall Sections A4.1 Renovation Plan Details - Sheet 1 A4.2 Renovation Plan Details - Sheet 2

A5.1 Renovation Enlarged Section Details A6.1 Renovation Storefront Types, Door Types & Door Schedule A6.2 Renovation Window Types

END OF TABLE OF CONTENTS

BRISTOL COMMUNITY COLLEGE

BUILDING C WINDOW REPLACEMENT - FALL RIVER CAMPUS

BCC PROJECT NO. M-01-27

EXISTING HAZARDOUS MATERIALS INFORMATION 02 80 00 - 1 of 1

SECTION 02 80 00 – EXISTING HAZARDOUS MATERIALS INFORMATION

PART 1 - GENERAL

1.01 EXISTING HAZARDOUS MATERIAL INFORMATION

A. This Document with its referenced attachments is part of the Procurement and Contracting Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information, but are not a warranty of existing conditions.

B. A Limited Asbestos Determination Survey, prepared by MAC Services, LLC, dated March 19, 2026 is attached to this Section.

C. Related Requirements:

1. Division 02 Section "Selective Demolition" for notification requirements if materials suspected of containing hazardous materials are encountered.

2. Division 02 Section “Asbestos Abatement Work Plan Specification”.

3. Division 02 Section “Presumed Polychlorinated Biphenyls Removal and Disposal”.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION

ASBESTOS DETERMINATION SURVEY

Conducted At:

Bristol Community College (BCC)

Building C and D Windows

777 Elsbree Street

Fall River, MA 02720

Prepared For:

Bristol Community College (BCC)

777 Elsbree Street

Fall River, MA 02720

Attention: Jo Ann Bentley

Prepared By:

Joseph Cooney – AI000187

MAC Services, LLC

21 Mill Pond Drive

Rochester, MA 02770

March 19, 2026

Bristol Community College, Fall River, MA

Limited Asbestos Determination Survey

Table of Contents:

Page

Project Summary 3

Section I

A. Scope of Work 3-4

B. Description of Survey 4-5

Section II

Bulk Sample Analytical Summary 5

Tables

List of Tables: 5

Table 1: Suspect Building Materials 6-7

Table 2: Asbestos Containing Building Materials 8

BULK Asbestos Sample Analytical Data 9-19

PROJECT SUMMARY

On March 10, 2026, per your request, MAC Services (MAC) conducted a limited Asbestos Determination

Survey focused on all building materials, from both the interior and exterior side, associated with all windows. The sampling was specific to Building C and D on the Bristol Community College campus located at 777 Elsbree Street in Fall River, MA.

The survey focused on all suspected homogenous building materials including but not limited to caulking and window glaze. In total, there were Twenty-two, (22), samples obtained representing

Eleven, (11), suspect building materials. Four, (4), suspect building materials were determined to be asbestos containing. The asbestos containing materials are listed in Table 2. All sampled materials suspected of containing asbestos are listed in Table 1.

Before any renovation activity affecting the listed asbestos containing materials commences, the asbestos containing material identified must be removed by a Licensed MA Asbestos Contractor and the work area cleared by a MA Licensed Project Monitor and PCM Laboratory. If during the renovation process any suspect looking materials not listed in this report are uncovered from layers below the surface of floors, walls and ceilings by demolition personnel, they must stop all activity around the uncovered material until it is determined if that suspect material is asbestos.

SECTION I

Section one of this report details the survey methodology and scope of investigation.

A. SCOPE OF WORK

The space specified for Asbestos Containing Building Material (ACBM) determination was inspected by a Massachusetts Licensed Inspector, Joseph Cooney (AI 000187) who physically touched material, collected bulk samples, assessed the physical condition of the materials suspected of being asbestos containing, and completed the field survey forms. The inspector is experienced and has conducted previous asbestos surveys, specifications, asbestos air sample analysis, and monitoring as well as reporting of asbestos repair and removal projects. Standardized forms were used to gather data, including chain of custody records to accompany samples to the laboratory.

Samples were collected adhering to AHERA regulations and guidelines which dictates that multiple samples per suspect material must be obtained depending on the material type and existing homogenous quantity, with each separate homogenous area of material sampled. Materials are broken down into three separate categories described as follows:

Surfacing Material (SM): is defined as material that is sprayed on, troweled on, or otherwise permanently applied to surfaces, such as acoustical plaster on ceilings, and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes.

Thermal System Insulation (TSI): are materials applied to pipes, fittings, boilers, breaching, tanks, ducts, or interior structural components to prevent heat loss or water condensation, or for other purposes.

Miscellaneous Material (MM): are interior and exterior building material on structural components, structural members or fixtures, such as floor and ceiling tiles, and vinyl sheeting and does not include surfacing material or thermal systems insulation.

Some definitions of terms are as follows:

A homogeneous material is a surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture.

A friable material is one which, when dry, may be crumbled, pulverized, or reduced to powder by hand pressure.

Non-friable materials typically contain bonding agents (e.g., cement, plastics, asphalt, and glue) that lock the asbestos fibers into the product. The inspector identified all visible flooring material that could potentially contain asbestos.

ACBM is an Asbestos Containing Building Material

AHERA stands for Asbestos Hazard Emergency Response Act

B. SAMPLING SURVEY

MAC has developed standard procedures to be used in order to randomly sample each material suspected of being asbestos containing. In order to classify any homogeneous material as a non-asbestos containing building material, a sufficient number of samples are collected and analyzed. All samples analyzed must show the lack of asbestos content (less than one percent asbestos) in order to be considered non-asbestos containing. If a material has trace amounts of asbestos (less than 1%) the material is not considered

‘Asbestos Containing’ and therefore, doesn’t have to be removed as asbestos containing, however, it must still be disposed of as asbestos containing.

Samples were taken and logged in on a chain of custody form and delivered to Asbestos Identification

Laboratory of Woburn, MA for analysis. The bulk samples were analyzed by polarized light microscopy

(PLM) (EPA Interim Method: Appendix A of Subpart F-40 CFR Part 763 and/or EPA 600/R-93/116).

Asbestos Identification Lab is licensed by the Commonwealth of Massachusetts (#AA 000208) for bulk asbestos analysis and is a NVLAP accredited laboratory.

CLASSIFICATION OF MATERIAL CONDITION

Where applicable, all identified asbestos containing material is classified as to physical condition as follows:

GOOD (G):

Asbestos containing building material in good condition at the time of the survey was whole and complete and typical of newer installation.

DAMAGED (D):

Asbestos containing building material in damaged condition at the time of the survey was generally complete but showed some signs of damage or deterioration. Material is classified as damaged when the damage or deterioration covers less than one tenth of the material's surface and is evenly distributed, or when it covers less than one quarter of the material's surface and is localized. This material typically needs attention but does not constitute emergency removal.

SIGNIFICANTLY DAMAGED (SD):

Asbestos containing building material is determined to be significantly damaged when at the time of the survey, the material was damaged or deteriorated, often with pieces missing. A material is classified as significantly damaged when the damage/deterioration covers more than one tenth of the material's surface and is evenly distributed, or when it covers more than one quarter of the material’s surface and is localized.

SECTION II

ANALYTICAL DATA

Twenty-two (22) samples of materials suspected to be asbestos containing were collected. Twenty-two

(22) were analyzed. Analytical Data is presented on the following pages. All materials suspected of containing asbestos and that were sampled, are identified in Table 1. There were Four (4) materials determined to be non-asbestos containing. Multiple samples of each suspect material are required per the

AHERA regulations.

Table 1:

"Suspect Homogeneous Building Materials", lists all building materials related to the planned renovations / demolition, suspected of containing asbestos. Asbestos containing materials are divided into the three categories established by the U.S. Environmental Protection Agency under the Asbestos Hazard Emergency Response Act (AHERA): Thermal Systems Insulation (TSI)

Surfacing Material (SM), and Miscellaneous Material (MM). Each material is identified by the appropriate two-letter prefix. This table also lists the material description along with the location the sample was taken from. Samples are taken from random locations that represent the homogenous areas of the material.

Table 2:

"Asbestos Containing Building Materials", lists all asbestos containing materials found throughout the sampling area. Four, (4), materials sampled were determined to be asbestos containing. The Materials determined to be asbestos containing (ACM) are listed with each positive sample individually listed with field identification and lab identification numbers.

This table also shows the percentage of asbestos contained in the material, what type of asbestos and the general condition of the material as well as the estimated quantity of the material

(Quantity must be qualified by whoever is to abate the material). All materials with a content of

1% or greater are considered to be “Asbestos Containing” and must be handled according to all

MA Asbestos Regulations when removed.

TABLE 1

SUSPECT ASBESTOS CONTAINING BUILDING MATERIALS SAMPLED

Sample Field ID Description Location Color

Material

Type

01A Gray caulk Bldg. D – first level, Northwest corner office, exterior window, inner frame

Gray MM

01B Gray caulk Bldg. D – first level, room 106 (at Southwest corner), exterior window, inner frame

Gray MM

02A Brown caulk Bldg. D – first level, Northwest corner office, exterior window, outer frame

Brown MM

02B Brown caulk Bldg. D – first level, room 106 (at Southwest corner), exterior window frame

Brown MM

03A Gray caulk Bldg. D – first level, room 107 interior window, inner frame

Gray MM

03B Gray caulk Bldg. D – first level, room D109A interior window, inner frame

Gray MM

04A White caulk

Bldg. D – first level, room 107 interior window, outer frame

White MM

04B White caulk

Bldg. D – first level, room D109A interior window, outer frame

White MM

05A Window glaze

Bldg. D – first level, room D109A, interior side of window

Gray MM

05B Window glaze

Bldg. D – first level, room D109A, interior side of window

Gray MM

06A Light brown caulk Bldg. D – first level, room D109 interior window at glass

Light brown MM

06B Light brown caulk Bldg. D – first level, room D109 interior window at glass

Light brown MM

07A Black caulk Bldg. C- first level, North side exterior window at C5 entrance

Black MM

07B Black caulk Bldg. C- first level, North side exterior window at C5 entrance

Black MM

08A Window glaze

Bldg. C – first level, East side, exterior side of window

Gray MM

08B Window glaze

Bldg. C – first level, Northwest corner, exterior side of window

Gray MM

09A Gray caulk Bldg. C – first level, East side, exterior side of window at frame

Gray MM

09B Gray caulk Bldg. C – first level, East side, exterior side of window at frame

Gray MM

10A Window glaze

Bldg. C – first level at entrance C2, interior side of window

Gray MM

10B Window glaze

Bldg. C – first level, room 104, interior side of window

Gray MM

11A Gray caulk Bldg. C – first level at entrance C2, interior side of window at frame

Gray MM akeane Rectangle

Sample Field ID Description Location Color

Material

Type

11B Gray caulk Bldg. C – first level at entrance C2, interior side of window at frame

Gray MM

TABLE 2

ASBESTOS CONTAINING MATERIALS

Commercial Building (South end section only)- Positive Results for Asbestos Content

Lab ID Field

ID

Description Location

Condition

Result

Asb.

Asbestos

Type Est Qty.

(SF/LF

260312092-

4A White caulk

Bldg. D – first level, room 107 interior window, outer frame

G 15% Chrysotile All windows

260312092-

008 4B White caulk

Bldg. D – first level, room D109A interior window, outer frame

G 15% Chrysotile -

260312092-

009 5A Window glaze

Bldg. D – first level, room D109A, interior side of window

G 10% Chrysotile All windows

260312092-

010 5B Window glaze

Bldg. D – first level, room D109A, interior side of window

G 10% Chrysotile -

260312092-

8A Window glaze

Bldg. C – first level, East side, exterior side of window

G 5% Chrysotile All windows

260312092-

016 8B Window glaze

Bldg. C – first level, Northwest corner, exterior side of window

G 5% Chrysotile -

260312092-

019 10A Window glaze

Bldg. C – first level at entrance C2, interior side of window

G 20% Chrysotile All windows

260312092-

020 10B Window glaze

Bldg. C – first level, room 104, interior side of window

G 20% Chrysotile -akeane Rectangle

BULK ASBESTOS SAMPLE ANALYTICAL DATA

BCC PROJECT NO. M-01-27

SECTION 07 52 16 – SBS MODIFIED BITUMINOUS MEMBRANE ROOFING

1.01 RELATED DOCUMENTS

A. The Contractor, Subcontractors, and/or suppliers providing goods and services referenced in or related to this Section shall also be bound by the Documents identified in Division 01 Section “Summary”, Paragraph 1.01A, entitled “Related Documents.”

1.02 SUMMARY

A. Section includes the following:

1. Patching and repairing of existing modified bituminous membrane roofing system under warranty.

2. Membrane base flashing.

3. All hoisting and scaffolding necessary for the completion of the roofing work.

4. Waste disposal.

B. Related Sections:

1. Division 06 Section "Miscellaneous Rough Carpentry" for wood nailers, curbs, and blocking.

2. Division 07 Section "Sheet Metal Flashing and Trim" for metal roof edge flashings, metal roof penetration flashings, flashings, and counterflashings.

3. Division 07 Section "Joint Sealants" for joint sealants, joint fillers, and joint preparation.

1.03 DEFINITIONS

A. Roofing Terminology: See ASTM D 1079 and glossary of NRCA's "The NRCA Roofing and Waterproofing Manual" for definition of terms related to roofing work in this Section.

1.04 ACTION SUBMITTALS

A. Product Data: Provide the manufacturer’s product and installation literature for each item listed in Part 2 for approval. Shop-drawings are required indicating any anticipated changes.

B. Shop Drawings: For roofing system. Include plans, elevations, sections, details, and attachments to other work.

1. Base flashings and membrane terminations.

C. Samples for Verification: For the following products:

SBS MODIFIED BITUMINOUS MEMBRANE ROOFING 07 52 16 - 1 of 14

1. 6-by-6-inch square of sheet roofing, of color specified, including T-shaped side and end lap seam.

1.05 INFORMATIONAL SUBMITTALS

A. Qualification Data: For qualified Installer and manufacturer.

B. Installer Certficates: Signed by the roofing system manufacturer certifying that Installer is approved, authorized or licensed by manufacturer to install roofing system, and to maintain existing roofing warranty. Certification is required to be issued by manufacturer not less than one year prior to start of work.

C. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system complies with requirements specified in "Performance Requirements" Article.

1. Submit evidence of compliance with performance requirements.

2. Submit certification from the Roof System Manufacturer that the proposed insulation system is compatible with the specified cold-process roofing system, and when incorporated into the Roof System Manufacturer’s system, will achieve the specified warranty.

D. Product Test Reports: Based on evaluation of comprehensive tests performed by manufacturer and witnessed by a qualified testing agency, for components of membrane roofing system.

E. Research/Evaluation Reports: For components of roofing system.

F. Field quality-control reports.

G. Inspection Report: Copy of roofing system manufacturer’s inspection report of completed roofing installation.

H. Warranties: Sample of special warranties.

1.06 QUALITY ASSURANCE

A. Manufacturer Qualifications: A qualified manufacturer that has a UL Listing and FMG approval for membrane roofing system identical to that used for this Project.

B. Installer Qualifications: A qualified firm must be experienced, to the satisfaction of the Owner and Architect, and that is approved, authorized, or licensed by membrane roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's special warranty.

1. The Installer shall be doing business under the same name for a minimum of 5 years prior to January 1, 2026 and have applied similar roofing systems on 10 or more projects which have been completed for more than two years.

a. Furnish names and addresses of each project within 100 miles of Project.

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2. The Contractor that receives the award of this Project shall be the Installer of the roofing system. Installation of the roofing system shall not be subcontracted.

B. Installer’s Field Supervision: Maintain a full-time supervisor/foreman on-site during times that the roofing installation is in progress, who is experienced in installing roofing systems similar to type and scope required for this Project, and who is certified by the manufacturer as an approved applicator of the roofing system.

C. Source Limitations: Obtain components for roofing system from same manufacturer from or approved by roofing manufacturer of warranty.

D. Preinstallation Roofing Conference: Conduct conference at Project site.

1. Meet with Owner, Architect, Owner’s Representative, Owner's insurer if applicable, testing and inspecting agency representative, roofing Installer, roofing system manufacturer's representative, deck Installer, and installers whose work interfaces with or affects roofing, including installers of roof accessories and roof-mounted equipment.

2. Review methods and procedures related to roofing installation, including manufacturer's written instructions.

3. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.

4. Review structural loading limitations of roof deck during and after roofing.

5. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system.

6. Review governing regulations and requirements for insurance and certificates if applicable.

7. Review temporary protection requirements for roofing during and after installation.

8. Review roof observation and repair procedures after roofing installation.

1.07 DELIVERY, STORAGE, AND HANDLING

A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storing and mixing with other components.

B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing manufacturer. Protect stored liquid material from direct sunlight.

1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life.

C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation.

D. Handle and store roofing materials and place equipment in a manner to avoid

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1.08 PROJECT CONDITIONS

A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements.

1. Weather Condition Limitations: Do not apply roofing membrane during inclement weather or when a 40% chance of precipitation is expected.

2. Do not apply roofing insulation or membrane to damp deck surface.

3. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed during same day.

1.09 WARRANTY

A. Existing Warranty: Remove, replace, patch and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing roof warranty.

B. Special Project Warranty: Submit roofing Installer's warranty, on warranty form at end of this Section, signed by Installer, covering the Work of this Section, including all components of membrane roofing system such as membrane roofing, base flashing, roof insulation, fasteners, cover boards, substrate boards, vapor retarders, and walkway products, for the following warranty period:

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

PART 2 - PRODUCTS

2.01 PERFORMANCE REQUIREMENTS

A. General Performance: Installed membrane roofing and base flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Membrane roofing and base flashings shall remain watertight.

1. Accelerated Weathering: Roofing system shall withstand 2000 hours of exposure when tested according to ASTM G 152, ASTM G 154, or ASTM G 155.

2. Impact Resistance: Roofing system shall resist impact damage when tested according to ASTM D 3746 or ASTM D 4272.

B. Roofing System Design: Provide membrane roofing system that is identical to systems that have been successfully tested by a qualified testing and inspecting agency to resist uplift pressure calculated according to ASCE/SEI 7 and the Massachusetts State Building Code.

1. Exposure Category: B.

2. Risk Category: II.

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3. Ultimate Design Wind Speed: 128 mph.

C. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by membrane roofing manufacturer based on testing and field experience.

D. Exterior Fire-Test Exposure: ASTM E 108 or UL 790, Class A; for application and roof slopes indicated; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

2.02 MANUFACTURERS

A. Products: Subject to compliance with requirements, provide the following as required to match existing roofing system, and maintain warranty:

1. Siplast; Paradiene 20 / Paradiene 30 FR.

2.03 PLY-SHEET MATERIALS

A. Ply Sheets: ASTM D 4601, Type II, polyester/glass/polyester trilaminate reinforcement coated with waterproofing asphalt.

2.04 BASE FLASHING SHEET MATERIALS

A. Smooth-Surfaced Flashing Sheet: ASTM D 6222, Grade S, Type I or II, polyester-reinforced, APP-modified asphalt sheet; smooth surfaced; suitable for application method specified.

B. Metal Flashing Sheet:

1. Zinc-Tin Alloy-Coated Copper Sheet: ASTM B 370, cold-rolled copper sheet, H00 temper, of minimum uncoated weight (thickness) indicated; coated on both sides with a zinc-tin alloy (50 percent zinc, 50 percent tin).

a. Product: Subject to compliance with requirements, provide the following:

1) Revere Copper Products, Inc.; FreedomGray.

2. Fasteners for Zinc-Tin Alloy-Coated Copper Sheet: Series 300 stainless steel.

3. Solder For Zinc-Tin Alloy-Coated Copper: ASTM B 32, 100 percent tin.

2.05 AUXILIARY ROOFING MEMBRANE MATERIALS

A. General: Auxiliary materials recommended by roofing manufacturer for intended use and compatible with roofing membrane.

B. Asphalt Primer: V.O.C. compliant, ASTM D41.

C. Asphalt Roofing Mastic: V.O.C. compliant, ASTM D2822, Type II.

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D. Cold Bitumen: The bitumen will consist of a V.O.C. compliant, non-asbestos containing cold applied adhesive for roof slopes up to 3:12.

1. Non-Volatile Content ASTM D-4479 70%

2. Density ASTM D-1475 8.9 lb./gal.

3. Flash Point ASTM D-93 min 100°F

4. Viscosity Stormer ASTM D-562 400-500 grams

5. V.O.C. ASTM D-3960 300 g/l max.

6. Coverage 2.5g inner ply

E. Brush Grade Flashing Adhesive:

1. Non-Volatile Content ASTM D-4479 70 min.

2. Density ASTM D-1475 8.6 lb./gal.

3. V.O.C. ASTM D-3960 295 g/l max.

4. Flash Point ASTM D-93 100°F

2.06 VAPOR RETARDER

A. Vapor Retarder: Self-adhesive vapor barrier composed of SBS modified bitumen with a top surface of high-density polyethylene grid laminated between two layers of polyethylene film, and a silicone release plastic film that covers the self-adhesive back side.

1. Product: Subject to compliance with requirements, provide one of the following:

a. Carlisle; VapAir Seal 725TR.

b. Firestone; V-Force SA Vapor Barrier Membrane.

c. Johns Manville; Vapor Barrier SA.

2. Thickness: 40 mils.

3. Moisture Vapor Permeance: ASTM E 96, 0.015 perms.

2.07 ROOF INSULATION

A. General: Preformed roof insulation boards manufactured by roofing manufacturer, selected from manufacturer's standard sizes suitable for application, of thicknesses indicated.

B. Polyisocyanurate Board Insulation: ASTM C 1289, Type II, Class 1, Grade 2 (20 psi), HCFC-free, with felt or glass-fiber mat facer on both major surfaces.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. Atlas Roofing Corporation, ACFoam-II.

b. Commercial Innovations, Inc.

c. Hunter Panels, H-Shield.

2. LTTR-Value, per ASTM C1289-11: R-5.6 per 1-inch minimum.

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3. To maintain system warranty, manufacturer’s approved insulation must be installed.

C. Tapered Insulation: Provide factory-tapered insulation boards fabricated to slope of

1/8- inch per 12 inches, unless otherwise indicated on Drawings.

1. Thickness: As indicated on Drawings.

D. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated.

2.08 INSULATION ACCESSORIES

A. General: Furnish roof insulation accessories recommended by insulation manufacturer for intended use and compatibility with membrane roofing.

B. Fasteners: Factory-coated steel fasteners and metal or plastic plates meeting corrosion-resistance provisions in FMG 4470, designed for fastening roofing components to substrate, tested by manufacturer for required pullout strength, and acceptable to roofing system manufacturer.

C. Wood fiber cant strips where indicated shall be high-density wood fiber insulation. Fiber cant strips shall be four feet in length and cut with a 4-inch face at a 45 degree angle.

D. Tapered edge strips shall be 18-inches wide and fabricated from high-density wood fiber insulation.

1. Type: ASTM C 208-72(1982), wood fiber.

2. Board dims.: 18" x 48"

3. Taper: 1-1/2" to 1/8", across eighteen (18) inches.

E. Cold-Applied Adhesive: Roofing manufacturer's standard asphalt-based, one- or two-part, asbestos-free, cold-applied adhesive specially formulated for compatibility and use with roofing and base flashings.

1. Performance Requirements:

a. Tensile Strength (ASTM D-412-92 ) 250 psi

b. Density (ASTM D-1875-90) 8.5 lbs/gal

c. Viscosity (ASTM D-2556-93a) 2,000-60,000 cP

d. Peel Strength (ASTM D-903) 17 lb/in

e. Flexibility (ASTM D-816-12) Pass @ -70°F

F. Substrate Board: ASTM C 1177/C 1177M, glass-mat, water-resistant gypsum substrate, 5/8-inch thick.

1. Products: Subject to compliance with requirements, provide one of the following, or equal:

a. Georgia-Pacific Corporation; Dens Deck Prime.

b. USG Corporation; Securock Ultralight Coated Glass Mat Roof Board.

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G. Cover Board: ASTM C 1177, glass-mat, water-resistant gypsum substrate, factory primed, 1/2-inch thick.

1. Products: Subject to compliance with requirements, provide one of the following, or equal:

a. Georgia-Pacific Corporation; Dens Deck Prime.

b. USG Corporation; Securock Ultralight Coated Glass Mat Roof Board.

2.09 WALKWAYS

A. Walkway Pads: Reinforced asphaltic composition pads with slip-resisting mineral-granule surface, manufactured as a traffic pad for foot traffic and acceptable to roofing system manufacturer, 5/16-inch-thick, minimum.

2.10 NAILERS, BLOCKING AND PLYWOOD

A. Furnish and install lumber and plywood specified in Division 06 Section

“Miscellaneous Rough Carpentry.”

PART 3 - EXECUTION

3.01 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with the following requirements and other conditions affecting performance of roofing system:

1. Verify that roof openings and penetrations are in place and curbs are set and braced and that roof drain bodies are securely clamped in place.

2. Verify that blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations.

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

Commencement of work indicates acceptance of substrates.

3.02 PREPARATION

A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections.

B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof-drain plugs when no work is taking place or when rain is forecast.

C. Notify Owner when work is scheduled to be performed near mechanical air intake units. The Owner will shut down intakes while the work is performed. Notify Owner when work is complete.

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3.03 VAPOR RETARDER INSTALLATION – CONCRETE DECK

A. Clean, prime and seal all joints in concrete plank / concrete deck with manufacturers approved single component bitumen-modified moisture curing polyurethane sealant and allow to fully cure prior to application of concrete primer.

B. Apply water-based, asphaltic primer to the concrete roof deck at the approximate rate of two-hundred (200) square feet per gallon. Allow primer to dry.

C. Install a single-layer of asphaltic sheet vapor retarder in manufacturer's approved cold process adhesive applied at the rate of 3/4" ribbons at 6" o.c. (approximately 2 gallons per 100 square feet), decreasing ribbon spacing to 3" o.c. at corners.

Fully bond vapor retarder laps, 4” at side laps and 6” end laps minimum and staggered, with cold process adhesive, and turn up 4" minimum at rising walls and curb penetrations.

D. Roll or broom lightly to ensure full contact with concrete slab, and seal all penetrations with approved mastic.

3.04 INSULATION INSTALLATION

A. Coordinate installing membrane roofing system components so insulation is not exposed to precipitation or left exposed at the end of the workday.

1. Ensure that all existing insulation indicated to remain is dry. Remove and replace all wet units.

B. Comply with membrane roofing system and insulation manufacturer's written instructions for installing roof insulation.

C. Insulation Cant Strips: Install and secure preformed 45-degree insulation cant strips at junctures of roofing membrane system with vertical surfaces or angle changes more than 45 degrees.

D. Install insulation under area of roofing to achieve required thickness. Where overall insulation thickness is 2 inches or greater, install two or more layers with joints of each succeeding layer staggered from joints of previous layer a minimum of 6 inches in each direction.

1. Where installing composite insulation in two or more layers, install noncomposite board insulation for bottom layer and intermediate layers, if applicable, and install composite board insulation for top layer.

E. Install insulation with long joints of insulation in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Fill all gaps exceeding 1/4 inch with polyiso insulation. Fill smaller gaps with spray foam insulation.

1. Cut and fit insulation within 1/4 inch of nailers, projections, and penetrations.

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2. Install new insulation over existing insulation with joints staggered over existing joints.

F. Adhered Insulation: Over properly installed vapor retarder or primed base sheet, adhere all layers of polyisocyanurate thermal insulation and tapered insulation, as indicated using manufacturer's approved solvent free cold process adhesive.

3.05 ROOFING MEMBRANE INSTALLATION, GENERAL

A. Install roofing membrane system according to roofing system manufacturer's written instructions and applicable recommendations in ARMA/NRCA's "Quality Control Guidelines for the Application of…