RFP 47PF0023R0006 Volume II.pdf

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U.S. General Services Administration Public Buildings Service Customer Projects Team 230 S Dearborn Street, Ste. 3500 Chicago, IL 60604

GGSSAA GGSSAA GGSSAA GGSSAA GGSSAA GGSSAA GGSSAA GGSSAA GGSSAA GGSSAA GGSSAA GGSSAA GSAR 552.219-71 NOTICE TO OFFERORS OF SUBCONTRACTING PLAN REQUIREMENTS (JUNE 2005) The General Services Administration (GSA) is committed to assuring that maximum practicable opportunity is provided to small, HUBZone small, small disadvantaged, women-owned, veteran-owned, and service-disabled veteran owned small business concerns to participate in the performance of this contract consistent with its efficient performance. GSA expects any subcontracting plan submitted pursuant to FAR 52.219-9, Small Business Subcontracting Plan, to reflect this commitment. Consequently, an offeror, other than a small business concern, before being awarded a contract exceeding $650,000 ($1,500,000 for construction), must demonstrate that its subcontracting plan represents a creative and innovative program for involving small, HUBZone small, small disadvantaged, women-owned, veteran-owned, and service-disabled veteran owned small business concerns as subcontractors in the performance of this contract.

SET ASIDE

THIS PROCUREMENT IS A SMALL BUSINESS

ADMINISTRATION

U.S. GENERAL SERVICES

((RRFFPP))

RREEQQUUEESSTT FFOORR PPRROOPPOOSSAALL

EOIR Renovation

Minton Capehart Federal Building 575 N. Pennsylvania Street Indianapolis, IN

47PF0023R0006

January 24th, 2023

February 24, 2023 4:00 PM (Central Time)

NealSDeodhar Typewriter Volume II of IV - Specifications

Project Manual and Specifications for:

Department of Justice Executive Office for Immigration Review (EOIR)

Courtroom and Administrative Spaces (4th, 5th and 6th Floor)

Minton-Capehart Federal Building

575 Pennsylvania Street

Indianapolis, Indiana 46204

Prepared For:

GENERAL SERVICES ADMINISTRATION

GREAT LAKES – REGION 5

230 SOUTH DEARBORN

CHICAGO, ILLINOIS 60604

Prepared By:

KOO LLC

55 WEST WACKER DRIVE, SUITE 600C

CHICAGO, ILLINOIS 60601

Issued For:

100% CDs Final

12-02-2022

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS,

PLANS, OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice and properly destroy documents when no longer needed.

EOIR Immigration Courts PBS-REG-5 Minton-Capehart, Indianapolis

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY

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TABLE OF CONTENTS 00 01 10 - 1 of 4

SECTION 00 01 10

TABLE OF CONTENTS

THE FOLLOWING LISTED DOCUMENTS COMPRISE THE PROJECT MANUAL FOR THE PROJECT

LISTED ABOVE. WHERE NUMERICAL SEQUENCE OF SECTIONS IS INTERRUPTED, SUCH

INTERRUPTIONS ARE INTENTIONAL.

THE COMPLETE PROJECT MANUAL FOR THIS PROJECT CONSISTS OF THIS ENTIRE VOLUME,

WHICH MUST NOT BE SEPARATED FOR ANY REASON. THE ARCHITECT AND OWNER DISCLAIM

ANY RESPONSIBILITY FOR ANY ASSUMPTIONS MADE BY A CONTRACTOR OR

SUBCONTRACTOR WHO DOES NOT RECEIVE A COMPLETE PROJECT MANUAL, INCLUDING ALL

SECTIONS LISTED IN THE TABLE OF CONTENTS.

PROCUREMENT AND CONTRACTING REQUIREMENTS

Division 00 -- Procurement and Contracting Requirements

00 01 10 - Table of Contents KOO 12/02/22

00 31 00 - Available Project Information KOO 12/02/22

00 31 00.10 - Environmental Pre-Alteration Assessment CCA 04/12/22

00 31 00.20 - Certified Test & Balance Report - Airflow Survey MTB 04/07/22

SPECIFICATIONS

Division 01 -- General Requirements

01 10 00 - Summary KOO 12/02/22

01 14 00 - Work Restrictions KOO 12/02/22

01 25 00 - Substitution Procedures KOO 12/02/22

01 29 00 - Payment Procedures KOO 12/02/22

01 31 00 - Project Management and Coordination KOO 12/02/22

01 31 20 - Critical Path Method Scheduling for Small Projects KOO 12/02/22

01 32 00 - Construction Progress Documentation KOO 12/02/22

01 32 20 - Photographic Documentation KOO 12/02/22

01 33 00 - Submittal Procedures KOO 12/02/22

01 35 10 - Historic Building Treatment Procedures KOO 12/02/22

01 35 25 - Fire Prevention & Protection in Construction KOO 12/02/22

01 35 25.10 - Fire Prevention Scope Verification Checklist KOO 12/02/22

01 35 26 - Safety and Health KOO 12/02/22

01 35 53 - Security Procedures KOO 12/02/22

01 40 00 - Quality Assurance & Control Requirements KOO 12/02/22

01 42 00 - References KOO 12/02/22

01 50 00 - Temporary Facilities and Controls KOO 12/02/22

01 60 00 - Product Requirements KOO 12/02/22

PBS-REG-5 EOIR Immigration Courts

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY

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00 01 10 - 2 of 4 TABLE OF CONTENTS

01 61 16 - Volatile Organic Compound (VOC) Content Restrictions KOO 12/02/22

01 70 00 - Execution Requirements KOO 12/02/22

01 73 10 - Cutting and Patching KOO 12/02/22

01 73 50 - Fire Prevention Precautions for Hot Work KOO 12/02/22

01 74 19 - Construction Waste Management & Disposal KOO 12/02/22

01 77 00 - Closeout Procedures KOO 12/02/22

01 78 22 - Operation and Maintenance Documentation KOO 12/02/22

01 82 00 - Demonstration and Training KOO 12/02/22

Division 02 -- Existing Conditions

02 41 00 - Demolition KOO 12/02/22

02 82 00 - Asbestos Abatement CCA 12/02/22

Division 03 -- Concrete

03 54 00 - Cast Underlayment KOO 12/02/22

Division 05 -- Metals

05 50 00 - Metal Fabrications KOO 12/02/22

Division 06 -- Wood, Plastics, and Composites

06 10 00 - Rough Carpentry KOO 12/02/22

06 20 00 - Finish Carpentry KOO 12/02/22

06 41 00 - Architectural Wood Casework KOO 12/02/22

Division 07 -- Thermal and Moisture Protection

07 84 00 - Firestopping KOO 12/02/22

07 92 00 - Joint Sealants KOO 12/02/22

Division 08 -- Openings

08 12 13 - Hollow Metal Frames KOO 12/02/22

08 14 16 - Flush Wood Doors KOO 12/02/22

08 31 00 - Access Doors and Panels KOO 12/02/22

08 56 53 - Security Windows KOO 12/02/22

08 71 00 - Door Hardware KOO 12/02/22

08 80 00 - Glazing KOO 12/02/22

Division 09 -- Finishes

09 05 61 - Common Work Results for Flooring Preparation KOO 12/02/22

09 21 16 - Gypsum Board Assemblies KOO 12/02/22

09 30 00 - Tiling KOO 12/02/22

09 51 00 - Acoustical Ceilings KOO 12/02/22

09 65 00 - Resilient Flooring KOO 12/02/22

09 68 13 - Tile Carpeting KOO 12/02/22

09 84 30 - Sound-Absorbing Wall and Ceiling Units KOO 12/02/22

09 91 23 - Interior Painting KOO 12/02/22

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY

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TABLE OF CONTENTS 00 01 10 - 3 of 4

Division 10 -- Specialties

10 14 00 - Signage KOO 12/02/22

10 14 00.10 - Sign Schedule EOIR --

10 26 00 - Wall and Door Protection KOO 12/02/22

10 28 00 - Toilet, Bath, and Laundry Accessories KOO 12/02/22

Division 12 -- Furnishings

12 21 13 - Horizontal Louver Blinds KOO 12/02/22

12 36 00 - Countertops KOO 12/02/22

Division 21 -- Fire Suppression

21 13 15 - Sprinkler System Modifications Primera 12/02/22

Division 22 -- Plumbing

22 05 17 - Sleeves and Sleeve Seals for Plumbing Piping Primera 12/02/22

22 05 18 - Escutcheons for Plumbing Piping Primera 12/02/22

22 05 23 - General-Duty Valves for Plumbing Piping Primera 12/02/22

22 05 29 - Hangers and Supports for Plumbing Primera 12/02/22

22 05 53 - Identification for Plumbing Piping and Equipment Primera 12/02/22

22 07 19 - Plumbing Piping Insulation Primera 12/02/22

22 11 16 - Domestic Water Piping Primera 12/02/22

22 11 19 - Domestic Water Piping Specialties Primera 12/02/22

22 13 16 - Sanitary Waste and Vent Piping Primera 12/02/22

22 13 19 - Sanitary Waste Piping Specialties Primera 12/02/22

22 42 13.13 - Commercial Water Closets Primera 12/02/22

22 42 16.13 - Commercial Lavatories Primera 12/02/22

22 42 16.16 - Commercial Sinks Primera 12/02/22

Division 23 -- Heating, Ventilating, and Air-Conditioning (HVAC)

23 05 13 - Common Motor Requirements for HVAC Equipment Primera 12/02/22

22 05 18 - Escutcheons for HVAC Piping Primera 12/02/22

23 05 19 - Meters and Gauges for HVAC Piping Primera 12/02/22

23 05 23 - Valves for HVAC Piping Primera 12/02/22

23 05 29 - Hangers and Supports for HVAC Piping and Equipment Primera 12/02/22

23 05 48 - Vibration Controls for HVAC Primera 12/02/22

23 05 53 - Identification for HVAC Piping and Equipment Primera 12/02/22

23 05 93 - Testing, Adjusting, and Balancing Primera 12/02/22

25 07 15 - HVAC Insulation Primera 12/02/22

23 09 00 - Temperature Controls Primera 12/02/22

23 21 13 - Hydronic Piping Primera 12/02/22

23 23 00 - Refrigerant Piping Primera 12/02/22

23 25 00 - HVAC Water Treatment Primera 12/02/22

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY

Do not remove this notice.

Properly destroy documents when no longer needed.

00 01 10 - 4 of 4 TABLE OF CONTENTS

23 31 13 - Metal Ducts Primera 12/02/22

23 33 00 - Duct Accessories Primera 12/02/22

23 34 23 - Power Ventilators Primera 12/02/22

23 36 00 - Air Terminal Units Primera 12/02/22

23 37 13 - Diffusers, Registers, and Grilles Primera 12/22/22

23 37 23 - Intake and Relief Ventilators Primera 12/02/22

23 81 23.13 - Computer Room Air Conditioners Primera 12/02/22

23 82 36 - Finned Tube Radiation Primera 12/02/22

Division 26 -- Electrical

26 05 00 - Common Work Results for Electrical Primera 12/02/22

26 05 19 - Low-Voltage Electrical Conductors and Cables Primera 12/02/22

26 05 26 - Grounding and Bonding Primera 12/02/22

26 05 29 - Hangers and Supports for Electrical Systems Primera 12/02/22

26 05 33 - Raceways and Boxes Primera 12/02/22

26 05 53 - Electrical Identification Primera 12/02/22

26 05 73 - Overcurrent Protective Device Coordination Primera 12/02/22

26 09 23 - Lighting Control Devices Primera 12/02/22

23 09 43.23 - Relay-Based Lighting Controls Primera 12/02/22

26 22 00 - Low-Voltage Transformers Primera 12/01/22

26 24 16 - Panelboards Primera 12/02/22

26 27 26 - Wiring Devices Primera 12/02/22

23 28 16 - Enclosed Switches and Circuit Breakers Primera 12/02/22

26 43 15 - Surge Protection Devices Primera 12/02/22

26 51 19 - LED Interior Lighting Primera 12/02/22

26 52 13 - Emergency and Exit Lighting Primera 12/02/22

Division 27 -- Communications

27 05 03 - Communications General Requirements KOO 12/02/22

27 08 00 - Commissioning of Communications KOO 12/02/22

27 15 00.29 - Data Communications Horizontal Cabling KOO 12/02/22

Division 28 -- Electronic Safety and Security

28 31 01 - Voice Evacuation Fire Alarm Systems Primera 12/02/22

END OF SECTION

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY

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AVAILABLE PROJECT

INFORMATION

00 31 00 - 1 of 1

SECTION 00 31 00

AVAILABLE PROJECT INFORMATION

PART 1 GENERAL

1.01 EXISTING CONDITIONS

A. Certain information relating to existing surface and subsurface conditions and structures is available to bidders but will not be part of Contract Documents, as follows:

B. Environmental Pre-Alteration Assessment, Entitled Pre-Alteration Asbestos-Containing Material and Lead-Based Paint Survey Report - 4th, 5th, and 6th Floor Immigration Court, dated April 12, 2022.

1. By: Carnow Conibear & Associates.

2. Designated as 00 31 00.10 (31 Pages).

C. Pre-Design HVAC Survey, Entitled: Certified Test & Balance Report - Airflow Survey, dated April 7, 2022.

1. By: Mechanical Test and Balance, Inc.

2. Designated as 00 31 00.20 (14 Pages).

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

Pre-Alteration Asbestos-Containing Material and Lead-Based Paint Survey Report – 4th, 5th, and 6th Floor Immigration Court

Site: Minton-Capehart Federal Building 575 N. Pennsylvania Street

Survey Date: April 12, 2022

Project No.: A160680032

Prepared for:

KOO LLC

55 West Wacker Drive, Suite 600C Chicago, Illinois 60601

00 31 00.10 -Environmental Pre-Alteration Assessment -31 Pages

Pre-Alteration Asbestos-Containing Material and Lead-Based Paint Survey Report – 4th, 5th, and 6th Floor Immigration Court

Site: Minton-Capehart Federal Building 575 N. Pennsylvania Street

Inspected by:

Evan Christian

Asbestos Building Inspector (IDEM #: 19A005294)

Report by:

Evan Christian

Senior Department Manager

Review by:

John M. Dobby, CIH, CSP

Occupational Health and Safety Services

Pre-Alteration Asbestos-Containing Material and Lead-Based Paint Summary Report

Minton-Capehart Federal Bldg. – Immigration Court Project No. A160680032

TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY

2.0 INTRODUCTION

2.1 Objective

2.1.1 Asbestos Containing Material Survey

2.1.2 Lead-Based Paint Survey

2.2 General Facility Description

3.0 SITE INSPECTION

3.1 Asbestos-Containing Material Survey

3.1.1 Asbestos Survey Methodology

3.2 Lead-Based Paint Survey

3.2.1 Lead-Based Paint Survey Methodology

4.0 CONCLUSIONS AND RECOMMENDATIONS

TABLES

Table I Summary of Pre-Alteration Asbestos Survey

Table II Summary of Pre-Alteration Asbestos Survey

APPENDICES

Appendix A Licenses and Certificates Appendix B Laboratory Results and Chain of Custody Documentation Appendix C Photographic Documentation

1.0 EXECUTIVE SUMMARY

Carnow, Conibear & Assoc., Ltd. (Carnow Conibear) was requested by KOO LLC to perform a pre-alteration survey for asbestos-containing materials and lead-based paint at the Minton- Capehart Federal Building located at 575 N. Pennsylvania Street, in Indianapolis, Indiana. The survey was limited to components and locations thought to be impacted by the Immigration Court renovation project on portions of the 4th, 5th, and 6th floors.

The asbestos-containing materials identified at the subject site include:

• Black floor mastic – approximately 2,000 square feet located on portions of the concrete floor under the yellow carpet adhesive in rooms 425 and 625 in the renovation areas.

The limited lead-based paint survey identified no lead-based paint as defined by the Department of Housing and Urban Development (HUD) in the survey areas.

Incorporate the data from this report into future demolition/renovation documents regarding the presence of lead-based paint. All future removal and/or demolition/renovation work involving the lead-based paint shall be conducted by a licensed contractor in accordance with Indiana Department of Environmental Management (IDEM), EPA, and OSHA regulations and requirements. Dispose of all lead-bearing waste in accordance with all applicable local, state, and federal regulations. Carnow Conibear recommends incorporating this information into renovation documents regarding the presence and location of asbestos-containing materials.

All abatement activities shall be conducted by a licensed contractor in accordance with the Indiana Department of Environmental Management (IDEM), USEPA National Emissions Standards for Hazardous Air Pollutants (NESHAPS), and Occupational Safety and Health Administration (OSHA) regulations and requirements.

2.0 INTRODUCTION

Carnow, Conibear & Assoc., Ltd. (Carnow Conibear) was retained by KOO LLC to perform a pre-alteration asbestos-containing material and lead-based paint survey at the Minton-Capehart Federal Building located at 575 N. Pennsylvania Street, in Indianapolis, Indiana. The survey was conducted on April 12, 2022, by Mr. Evan Christian of Carnow Conibear. Mr. Christian is an Indiana Department of Environmental Management (IDEM) licensed asbestos building inspector. See Appendix A for a copy of the Mr. Christian’s licenses and certificates.

2.1 Objective

2.1.1 Asbestos-Containing Material Survey

The purpose of the asbestos survey was to identify the location of asbestos-containing materials thought to be impacted by planned renovations at the subject site located at 575 N.

Pennsylvania Street, Indianapolis, Indiana. To achieve this purpose, the following procedures are performed:

• Visual Inspection – to determine the location of suspect materials.

• Sampling - to determine the type and % of asbestos in the material. Materials containing greater than 1% asbestos are considered asbestos-containing by OSHA and EPA.

• Reporting – to prepare a summary report documenting the inspection findings and providing recommendations as warranted.

2.1.2 Lead-Based Paint Survey

The objective of the lead-based paint survey was to identify painted building components thought to be impacted by planned renovations to determine the existence, condition, and location of lead-based paint as defined by HUD. To achieve this objective, the following procedures were performed:

• Visual Inspection - to determine the location of painted surfaces

• Sampling –sampling to determine the presence of lead in painted materials in concentrations greater than (>) 5,000 milligrams per kilogram (mg/Kg), which is classified as lead-based paint by HUD

• Reporting – to prepare a summary report documenting the inspection findings

2.2 General Facility Description

The subject site is located at 575 N. Pennsylvania Street, Indianapolis, Indiana. The site is a six-story building constructed in 1974. The interior space is primarily constructed of plaster walls and ceilings, and vinyl and carpet floor coverings. The subject site is conditioned by forced HVAC systems and perimeter fin-tube units.

3.0 SITE INSPECTION

3.1 Asbestos-Containing Material Survey

3.1.1 Asbestos Survey Methodology

The asbestos survey included a review of available historical asbestos related documentation and renovation documents, followed by a walkthrough inspection of each renovation area to identify materials uniform in composition, assess material condition, and collect representative bulk samples from each suspect material for asbestos content by laboratory analysis.

All bulk samples were collected according to methods described in USEPA guidelines.

The samples collected were stored in sample containers with unique sample identification numbers. A chain of custody (COC) form was signed and dated by the inspector, the delivering representative, and the laboratory representative who received the samples. The samples were submitted to STAT Analysis Corporation (STAT), Chicago, IL, for analysis.

STAT’s laboratory is accredited for bulk asbestos fiber analysis by the National Voluntary Laboratory Accreditation Program (NVLAP). STAT utilized dispersion staining and polarized light microscopy (PLM) techniques for analyzing the samples consistent with National Institute for Occupational Safety and Health (NIOSH) Methods. PLM is the EPA’s recognized method for determining bulk asbestos content.

Table I summarizes the results of the bulk sample analysis, material description, location, and estimated quantity. See Appendix B for the bulk sample laboratory report and chain of custody documentation, and Appendix C for photographic documentation.

Minton-Capehart Federal Building – 4th, 5th, 6th Floor Immigration Court 575 N. Pennsylvania Street, Indianapolis, Indiana 46204

Table I – Summary of Pre-Alteration Asbestos Survey

MATERIAL

DESCRIPTION MATERIAL LOCATION

ASBESTOS

LABORATORY

RESULT

ESTIMATED

QUANTITY COMMENTS

2’x4’ White Ceiling Tiles 4th, 5th, 6th Floor Renovation Areas

Asbestos Not Detected

Not Quantified

Yellow Carpet Adhesive 4th, 5th, 6th Floor Renovation Areas

Asbestos Not Detected

Not Quantified

4” Black Vinyl Baseboard 4th, 5th, 6th Floor Renovation Areas

Asbestos Not Detected

Not Quantified

Yellow Baseboard Adhesive

4th, 5th, 6th Floor Renovation Areas

Asbestos Not Detected

Not Quantified

Drywall 4th, 5th, 6th Floor Renovation Areas

Asbestos Not Detected

Not Quantified

4” Gray Vinyl Baseboard Room 527 Asbestos Not Detected

Not Quantified

Yellow Baseboard Adhesive Room 527 Asbestos Not

Detected Not

Quantified

Black Floor Mastic Room 425 1-5% Chrysotile Asbestos 450 SF

Black mastic is on concrete slab and beneath yellow carpet adhesive.

Black/Brown Floor Mastic Spots Room 425 Asbestos Not

Detected Not

Quantified

Black Floor Mastic Room 625 1-5% Chrysotile Asbestos 1,550 SF

Black mastic is on concrete slab and beneath yellow carpet adhesive.

Black Floor Mastic Rooms 527, 615 Asbestos Not Detected

Not Quantified

Drywall Tape/Mud 4th,5th, 6th Floor Renovation Areas

Asbestos Not Detected

Not Quantified

Red Fire Stop 4th,5th, 6th Floor Renovation Areas

Asbestos Not Detected

Not Quantified

Carpet Square Adhesive Room 527 Asbestos Not Detected

Not Quantified

Plaster 4th,5th, 6th Floor Renovation Areas

Asbestos Not Detected

Not Quantified

Brown Construction Adhesive behind Fin-tube Plates

Room 615 Asbestos Not Detected

Not

Quantified

Textured Wall Plaster Room 615 Asbestos Not Detected

Not Quantified Located on exterior wall.

The Occupational Safety and Health Administration (OSHA), IDEM, and EPA define an asbestos containing material as any material containing greater than 1 percent asbestos.

LF = Linear Feet SF = Square Feet Bold indicates greater than 1% ACM.

3.2 Lead-Based Paint Survey

3.2.1 Lead-Based Paint Survey Methodology

Sampling of visible and accessible suspect lead-based painted components and/or surfaces was conducted following a protocol similar to U.S. Department of Housing and Urban Development (HUD) guidelines. A paint chip was collected from each type of painted finish that may be impacted by the proposed renovations. Visual assessments noting condition of suspect materials described in this report are representative of those conditions present at the time of the survey.

The objective of the lead-based paint survey was to test accessible painted surfaces that may be impacted by the planned renovations. To achieve this objective, the following procedures are performed:

• Visual Inspection – to determine the locations.

• Paint Chip Sampling – representative samples are taken of each suspect material.

• Sample Analysis – to determine if lead is present in the samples. The analysis was performed by an AIHA accredited laboratory.

• Reporting – to prepare a summary report documenting the inspection findings.

Table II identifies the painted components tested for lead-based paint. No building components tested positive >5,000 mg/Kg) for lead-based paint. See Appendix B for laboratory analytical results.

Minton-Capehart Federal Building – 4th, 5th, 6th Floor Immigration Court 575 N. Pennsylvania Street, Indianapolis, Indiana 46204

Table II: Summary of Paint Sampling

COMPONENT LOCATION SUBSTRATE COLOR CONDITION RESULT

(mg/Kg)

Walls Room 425 Plaster Off-white Intact <120

Walls Room 527 Plaster Off-white Intact <95

Walls Room 615 Plaster Off-white/Lt.

Blue Intact <110

Lead-based paint (LBP) is defined by the US Department of Housing and Urban Development (HUD) as paint or other surface coatings that contain lead equal to or greater than 5,000 milligrams per kilogram (mg/kg) or 0.5 percent by weight. OSHA regulates all construction work where an employee may be occupationally exposed to lead regardless of the percentage of lead in the materials.

< denotes less than i.e., less than the reporting limit of 100 mg/Kg.

BOLD text denotes LBP i.e., result exceeds the HUD definition for LBP of equal to or greater than 5 ,000 mg/Kg.

Italicized text denotes result was positive for lead, but less than the HUD definition of LBP i.e., less than 5,000 mg/Kg.

4.0 CONCLUSIONS AND RECOMMENDATIONS

Carnow, Conibear & Assoc., Ltd. (Carnow Conibear) was retained by KOO LLC to perform a pre-alteration asbestos-containing material and lead-based paint survey at the Minton-Capehart Federal Building located at 575 N. Pennsylvania Street in Indianapolis, Indiana. The survey was limited to components and locations thought to be impacted by the Immigration Court renovation project on portions of the 4th, 5th, and 6th floors.

Based on the survey results, Carnow Conibear makes the following conclusions and recommendations:

• The pre-alteration asbestos survey was conducted to satisfy the requirements referenced in PBS 1000.1 (March 25, 2015) and to identify asbestos-containing materials associated with the planned renovation of areas located at the Minton- Capehart Federal Building.

• Results of the survey confirm asbestos-containing floor mastic is present in portions of the 4th and 6th floor renovation areas.

• Lead was not detected in the paint chip samples collected in the planned renovation areas. The tested paint was not lead-based paint as defined by HUD.

• All future asbestos removal and/or demolition/renovation work involving the asbestos-containing materials shall be conducted by a licensed contractor in accordance with IDEM, EPA, and OSHA regulations and requirements.

• Dispose of all asbestos-containing materials in accordance with all applicable local, state, and federal regulations.

• Prepare asbestos-containing material abatement design documents, including technical abatement specifications. Conduct on-site project monitoring during abatement, collect clearance samples, and develop abatement summary documentation prior to re-occupancy.

• Document all environmental work activities and retain records.

Carnow Conibear has applied prevailing industry standards and reasonable judgment and effort within the scope of work outlined in Carnow Conibear’s proposal, while conducting the asbestos-containing material and lead-based paint survey. The standards, judgment, and effort used by Carnow Conibear personnel to investigate, assess, and determine the presence of potential environmental hazards and liabilities associated with the subject building are consistent with requirements outlined in federal and state guidelines. Carnow Conibear makes no warranty, express or implied, that the findings and interpretations in this report are a complete representation hazards and liabilities, associated with the building. Findings presented in this report are only indicative of conditions present during the time of the investigation and cannot be used to predict potential future or previous health effects on building occupants. The services performed by Carnow Conibear on this project have been conducted in a professional manner consistent with industry standards at the time of testing. There may be materials that were not identified, because they were in inaccessible areas and not available at the time of inspection. Carnow Conibear made every reasonable effort to locate mechanical systems and other inconspicuous materials.

The information contained in this report was prepared based upon specific test parameters requested by KOO LLC and regulations in force at the time of the report. The information herein is only for the specific use of KOO LLC and Carnow Conibear. Carnow Conibear accepts no responsibility for the use, reuse, interpretation, or reliance by other parties on the information contained herein, unless written authorization has been obtained from Carnow Conibear.

Carnow Conibear bears no responsibility for the implementation of recommendations included in this report unless specifically requested to do so by KOO LLC.

APPENDICES

Appendix A Licenses and Certificates Appendix B Laboratory Results and Chain of Custody Documentation Appendix C Photographic Documentation

APPENDIX A

Licenses and Certifications

APPENDIX B

Laboratory Results and Chain of Custody Documentation

Sample ID Units Lead

Result

Project: Indy Immigration Court, 575 Pennsylvania St.

Client: Carnow, Conibear, & Associates

Work Order: 22040464

Date Printed: April 19, 2022

Client ID

STAT Analysis Corporation 2242 West Harrison St., Suite 200, Chicago, IL 60612-3766 Tel: (312) 733-0551 Fax: (312) 733-2386 STATinfo@STATanalysis.com

April 19, 2022Date Reported:

Additional Info

Accreditation Numbers : IEPA ELAP 100445 ; ORELAP IL300001 ; AIHA-LAP, LLC 101160

Analyst Date Analyzed Analytical MethodQualifierMatrix

ANALYTICAL RESULTS

Revision 0

< 12022040464-001A mg/KgL-01 Off-White MD 04/19/2022 N7082M Paint Chips

< 9522040464-002A mg/KgL-02 Off-White MD 04/19/2022 N7082M Paint Chips

< 11022040464-003A mg/KgL-03 Off-White/Lt.

Blue

MD 04/19/2022 N7082M Paint Chips

Qualifiers: B - Analyte detected in the associated Method Blank

* - Non-accredited parameter

S - Spike Recovery outside accepted recovery limits

R - RPD outside accepted recovery limits

E - Value above quantitation range

Reporting limit for paints is 100 mg/Kg based on 0.05 g sample digested.

APPENDIX C

Photographic Documentation

Photo 1: Asbestos-containing black mastic in corner area of Room 425.

Photo 2: Asbestos-containing black mastic in center area of Room 425.

Photo 3: Non-asbestos fin-tube adhesive in Room 615.

Photo 4: Non-asbestos sprayed-on plaster in Room 615.

GSA - Minton-Capehart Bldg

575 N. Pennsylvania

Indianapolis, Indiana

Certified

Test & Balance Report

Airflow Survey

April 7, 2022

Job # 9401

Fax : (219) 663-1003

IL Certification # TB1034910C

NEBB Certification # 3551

ICB/TABB/NEBB Certified Contractor

Mechanical Test and Balance, Inc.

1416 E. Joliet Street

Crown Point, IN 46307

Mr. James K. Larsen, President

Phone : (219) 663-8107

Cell : (219) 746-1126

00 31 00.20 -Certified Test & Balance Report, Airflow Survey -14 Pages

Air Handling Unit

PROJECT:

LOCATION:

GSA - Minton-Capehart Building Indianapolis, IN

9401PROJECT #:

DATE:

CONTACT:

4/7/2022 Bob Fridono

Tested By: Ray Padin Date: 4/26/2022

SYSTEM/UNIT: AHU-01

Log: AHU-01 4/5/2022 Ray Padin Supply flow gathered from Ebtron airflow monitoring stations with units at 60HZ.

Unit Data Unit Manufacturer HUNTAIR Unit Model Number CSU-135K

Test Data Actual Supply Airflow 74887 CFM Actual Outside Airflow 21882 CFM Actual Return Airflow 53005 CFM O/A Damper Position 100% MIN OA % R/A Damper Position 100% %

AHU-01/Supply Fan Nameplate Motor RPM 1800 RPM Actual Motor RPM 1806 RPM Motor Operating HZ/Speed 60 Hz Motor Volts T1-T2 460 Volts Motor Volts T2-T3 460 Volts Motor Volts T1-T3 460 Volts Motor Amps T1 67.60 Amps Motor Amps T2 67.60 Amps Motor Amps T3 67.60 Amps

Motor Data AHU-01/Supply Fan

Motor Type Direct Drive Nameplate Motor Manufacturer Siemens Nameplate Motor Frame 213T Nameplate Motor HP 7.5 HP Nameplate Motor Rated Volts 460 Volts Nameplate Motor FL Amps 9.70 Amps Nameplate Motor Phase 3 Nameplate Motor Hertz 60 Hz

Mechanical Test & Balance, Inc.

PROJECT:

LOCATION:

GSA - Minton-Capehart Building Indianapolis, IN

9401PROJECT #:

DATE:

CONTACT:

4/7/2022 Bob Fridono

Tested By: Ray Padin Date: 4/26/2022

SYSTEM/UNIT: AHU-01/SPP-01

Test Pressures Cooling Coil SP In -0.79 in. w.c.

Cooling Coil SP Out -1.04 in. w.c.

Filter SP In -0.51 in. w.c.

Filter SP Out -0.69 in. w.c.

Heating Coil SP In -0.69 in. w.c.

Heating Coil SP Out -0.79 in. w.c.

Supply Fan SP In -1.04 in. w.c.

Supply Fan SP Out 1.99 in. w.c.

Static Pressure Profile

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 4-05

Log: AHU-01/VAV 4-05 4/5/2022 Ray Padin BAS readings: MAX flow=719 cfm @100% damper.

MIN flow=264 cfm @ 28% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 10 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 900 CFM Actual Max Airflow 731 CFM Design Minimum Airflow 270 CFM Actual Minimum Airflow 264 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 251 Outlet-02 CD 10 Flowhood 232 Outlet-03 CD 10 Flowhood 248 Totals: - - - 0 731 0

AHU-01/VAV 4-05 Supply Outlet Summary

PROJECT:

LOCATION:

GSA - Minton-Capehart Building Indianapolis, IN

9401PROJECT #:

DATE:

CONTACT:

4/7/2022 Bob Fridono

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 4-06

Log: AHU-01/VAV 4-06 4/5/2022 Ray Padin BAS readings: MAX flow=627 cfm@100% damper.

MIN flow=274 cfm @ 22% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 10 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 900 CFM Actual Max Airflow 641 CFM Design Minimum Airflow 270 CFM Actual Minimum Airflow 274 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 211 Outlet-02 CD 10 Flowhood 217 Outlet-03 CD 10 Flowhood 213 Totals: - - - 0 641 0

AHU-01/VAV 4-06 Supply Outlet Summary

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 4-50

Log: AHU-01/VAV 4-50 4/5/2022 Ray Padin BAS reading: MAX flow=1121 cfm @62% damper.

MIN flow=332 cfm @22%.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 12 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 1140 CFM Actual Max Airflow 1145 CFM Design Minimum Airflow 342 CFM Actual Minimum Airflow 332 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 220 Outlet-02 CD 10 Flowhood 218 Outlet-03 CD 10 Flowhood 192 Outlet-04 CD 10 Flowhood 219 Outlet-05 CD 10 Flowhood 75 Outlet-06 CD 10 Flowhood 221 Totals: - - - 0 1145 0

AHU-01/VAV 4-50 Supply Outlet Summary

PROJECT:

LOCATION:

GSA - Minton-Capehart Building Indianapolis, IN

9401PROJECT #:

DATE:

CONTACT:

4/7/2022 Bob Fridono

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 4-57

Log: AHU-01/VAV 4-57 4/5/2022 Ray Padin BAS readings: MAX flow=1128 cfm @ 79% damper.

MIN flow=345 cfm @37% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 12 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 1140 CFM Actual Max Airflow 1214 CFM Design Minimum Airflow 342 CFM Actual Minimum Airflow 345 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 298 Outlet-02 CD 10 Flowhood 299 Outlet-03 CD 10 Flowhood 297 Outlet-04 CD 10 Flowhood 320 Totals: - - - 0 1214 0

AHU-01/VAV 4-57 Supply Outlet Summary

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 4-59

Log: AHU-01/VAV 4-59 4/5/2022 Ray Padin BAS readings: MAX flow =1139 cfm @79% damper.

MIN flow=339 cfm @39% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 12 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 1140 CFM Actual Max Airflow 1195 CFM Design Minimum Airflow 342 CFM Actual Minimum Airflow 339 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 307 Outlet-02 CD 10 Flowhood 285 Outlet-03 CD 10 Flowhood 305 Outlet-04 CD 10 Flowhood 298 Totals: - - - 0 1195 0

AHU-01/VAV 4-59 Supply Outlet Summary

PROJECT:

LOCATION:

GSA - Minton-Capehart Building Indianapolis, IN

9401PROJECT #:

DATE:

CONTACT:

4/7/2022 Bob Fridono

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 5-85

Log: AHU-01/VAV 5-85 4/5/2022 Ray Padin BAS readings: MAX flow=1562 cfm @86% damper.

MIN flow=468 cfm @ 44% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 12 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 1560 CFM Actual Max Airflow 1607 CFM Design Minimum Airflow 466 CFM Actual Minimum Airflow 468 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 277 Outlet-02 CD 10 Flowhood 258 Outlet-03 CD 10 Flowhood 278 Outlet-04 CD 10 Flowhood 253 Outlet-05 CD 10 Flowhood 271 Outlet-06 CD 10 Flowhood 270 Totals: - - - 0 1607 0

AHU-01/VAV 5-85 Supply Outlet Summary

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 5-92

Log: AHU-01/VAV 5-92 4/5/2022 Ray Padin BAS readings: MAX flow=1293 cfm @ 72% damper.

MIN flow=384 cfm @ 42% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 12 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 1300 CFM Actual Max Airflow 1311 CFM Design Minimum Airflow 390 CFM Actual Minimum Airflow 384 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 268 Outlet-02 CD 10 Flowhood 271 Outlet-03 CD 10 Flowhood 248 Outlet-04 CD 10 Flowhood 246 Outlet-05 CD 10 Flowhood 278 Totals: - - - 0 1311 0

AHU-01/VAV 5-92 Supply Outlet Summary

PROJECT:

LOCATION:

GSA - Minton-Capehart Building Indianapolis, IN

9401PROJECT #:

DATE:

CONTACT:

4/7/2022 Bob Fridono

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 5-93

Log: AHU-01/VAV 5-93 4/5/2022 Ray Padin BAS readings: MAX flow=301cfm @100% damper.

MIN flow= 106 cfm @ 33% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 6 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 360 CFM Actual Max Airflow 332 CFM Design Minimum Airflow 106 CFM Actual Minimum Airflow 106 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 8 Flowhood 163 Outlet-02 CD 8 Flowhood 169 Totals: - - - 0 332 0

AHU-01/VAV 5-93 Supply Outlet Summary

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 6-01

Log: AHU-01/VAV 6-01 4/6/2022 Ray Padin BAS readings: MAX flow=1152cfm @79% damper.

MIN flow= 345cfm @ 33% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 12 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 1165 CFM Actual Max Airflow 1335 CFM Design Minimum Airflow 350 CFM Actual Minimum Airflow 345 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 8 Flowhood 222 Outlet-02 CD 8 Flowhood 225 Outlet-03 CD 8 Flowhood 226 Outlet-04 CD 10 Flowhood 322 Outlet-05 CD 10 Flowhood 340 Totals: - - - 0 1335 0

AHU-01/VAV 6-01 Supply Outlet Summary

PROJECT:

LOCATION:

GSA - Minton-Capehart Building Indianapolis, IN

9401PROJECT #:

DATE:

CONTACT:

4/7/2022 Bob Fridono

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 6-02

Log: AHU-01/VAV 6-02 4/6/2022 Ray Padin BAS readings: MAX flow=1073cfm @100% damper.

MIN flow= 413cfm @ 24% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 12 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 1385 CFM Actual Max Airflow 1224 CFM Design Minimum Airflow 413 CFM Actual Minimum Airflow 413 CFM

System/Unit Area Served Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 630A CD 10 Flowhood 266 Outlet-02 630A CD 10 Flowhood 292 Outlet-03 630A CD 12 Flowhood 227 Outlet-04 630A CD 12 Flowhood 223 Outlet-05 630A CD 12 Flowhood 216

Totals: - - - 0 1224 0

AHU-01/VAV 6-02 Supply Outlet Summary

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 6-31

Log: AHU-01/VAV 6-31 4/6/2022 Ray Padin BAS readings: MAX flow=1197cfm @76% damper.

MIN flow= 358cfm @ 32% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 12 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 1204 CFM Actual Max Airflow 1254 CFM Design Minimum Airflow 361 CFM Actual Minimum Airflow 358 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 325 Outlet-02 CD 10 Flowhood 303 Outlet-03 CD 10 Flowhood 320 Outlet-04 CD 10 Flowhood 306 Totals: - - - 0 1254 0

AHU-01/VAV 6-31 Supply Outlet Summary

PROJECT:

LOCATION:

GSA - Minton-Capehart Building Indianapolis, IN

9401PROJECT #:

DATE:

CONTACT:

4/7/2022 Bob Fridono

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 6-33

Log: AHU-01/VAV 6-33 4/6/2022 Ray Padin BAS readings: MAX flow=1782cfm @75% damper.

MIN flow= 542cfm @ 22% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 14 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 1806 CFM Actual Max Airflow 1862 CFM Design Minimum Airflow 542 CFM Actual Minimum Airflow 542 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 321 Outlet-02 CD 10 Flowhood 294 Outlet-03 CD 10 Flowhood 319 Outlet-04 CD 10 Flowhood 332 Outlet-05 CD 10 Flowhood 301 Outlet-06 CD 10 Flowhood 295 Totals: - - - 0 1862 0

AHU-01/VAV 6-33 Supply Outlet Summary

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 6-35

Log: AHU-01/VAV 6-35 4/6/2022 Ray Padin BAS readings: MAX flow=1212cfm @67% damper.

MIN flow= 361cfm @ 22% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 12 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 1204 CFM Actual Max Airflow 1276 CFM Design Minimum Airflow 361 CFM Actual Minimum Airflow 361 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 323 Outlet-02 CD 10 Flowhood 333 Outlet-03 CD 10 Flowhood 314 Outlet-04 CD 10 Flowhood 306 Totals: - - - 0 1276 0

AHU-01/VAV 6-35 Supply Outlet Summary

PROJECT:

LOCATION:

GSA - Minton-Capehart Building Indianapolis, IN

9401PROJECT #:

DATE:

CONTACT:

4/7/2022 Bob Fridono

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 6-38

Log: AHU-01/VAV 6-38 4/6/2022 Ray Padin BAS readings: MAX flow=1189cfm @74% damper.

MIN flow= 359cfm @ 26% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 12 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 1204 CFM Actual Max Airflow 1265 CFM Design Minimum Airflow 361 CFM Actual Minimum Airflow 359 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 346 Outlet-02 CD 10 Flowhood 324 Outlet-03 CD 10 Flowhood 296 Outlet-04 CD 10 Flowhood 299 Totals: - - - 0 1265 0

AHU-01/VAV 6-38 Supply Outlet Summary

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 6-70

Log: AHU-01/VAV 6-70 4/6/2022 Ray Padin BAS readings: MAX flow=744cfm @62% damper.

MIN flow= 230cfm @ 19% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 10 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 738 CFM Actual Max Airflow 713 CFM Design Minimum Airflow 225 CFM Actual Minimum Airflow 230 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 235 Outlet-02 CD 10 Flowhood 239 Outlet-03 CD 12 Flowhood 238 Totals: - - - 0 712 0

AHU-01/VAV 6-70 Supply Outlet Summary

PROJECT:

LOCATION:

GSA - Minton-Capehart Building Indianapolis, IN

9401PROJECT #:

DATE:

CONTACT:

4/7/2022 Bob Fridono

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 6-71

Log: AHU-01/VAV 6-71 4/6/2022 Ray Padin BAS readings: MAX flow=670cfm @100% damper.

MIN flow= 296cfm @ 8% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 10 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 984 CFM Actual Max Airflow 787 CFM Design Minimum Airflow 295 CFM Actual Minimum Airflow 296 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 12 Flowhood 214 Outlet-02 CD 12 Flowhood 204 Outlet-03 CD 12 Flowhood 176 Outlet-04 CD 12 Flowhood 193 Totals: - - - 0 787 0

AHU-01/VAV 6-71 Supply Outlet Summary

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 6-72

Log: AHU-01/VAV 6-72 4/6/2022 Ray Padin BAS readings: MAX flow=819cfm @100% damper.

MIN flow= 293cfm @ 12% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 10 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 984 CFM Actual Max Airflow 890 CFM Design Minimum Airflow 295 CFM Actual Minimum Airflow 293 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 226 Outlet-02 CD 10 Flowhood 171 Outlet-03 CD 10 Flowhood 246 Outlet-04 CD 10 Flowhood 247 Totals: - - - 0 890 0

AHU-01/VAV 6-72 Supply Outlet Summary

PROJECT:

LOCATION:

GSA - Minton-Capehart Building Indianapolis, IN

9401PROJECT #:

DATE:

CONTACT:

4/7/2022 Bob Fridono

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 6-73

Log: AHU-01/VAV 6-73 4/6/2022 Ray Padin BAS readings: MAX flow=776cfm @100% damper.

MIN flow= 294cfm @ 22% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 10 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 984 CFM Actual Max Airflow 888 CFM Design Minimum Airflow 295 CFM Actual Minimum Airflow 294 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 12 Flowhood 204 Outlet-02 CD 12 Flowhood 228 Outlet-03 CD 12 Flowhood 236 Outlet-04 CD 12 Flowhood 220 Totals: - - - 0 888 0

AHU-01/VAV 6-73 Supply Outlet Summary

Tested By: Ray Padin Date: 4/20/2022

SYSTEM/UNIT: AHU-01/VAV 6-74

Log: AHU-01/VAV 6-74 4/6/2022 Ray Padin BAS readings: MAX flow=821cfm @100% damper.

MIN flow= 293cfm @ 14% damper.

Unit Data Unit Manufacturer Titus Unit Model Number DESV Box Inlet Size 10 Instrument Used Flowhood

Term Box Test Data Design Max Airflow 984 CFM Actual Max Airflow 871 CFM Design Minimum Airflow 295 CFM Actual Minimum Airflow 293 CFM

System/Unit Outlet Type Size LxW / D Instrument Design CFM Final CFM % Final Outlet-01 CD 10 Flowhood 227 Outlet-02 CD 10 Flowhood 210 Outlet-03 CD 10 Flowhood 216 Outlet-04 CD 10 Flowhood 218 Totals: - - - 0 871 0

AHU-01/VAV 6-74 Supply Outlet Summary

PROJECT:

LOCATION:

GSA - Minton-Capehart Building Indianapolis, IN

9401PROJECT #:

DATE:

CONTACT:

4/7/2022 Bob Fridono

System/Unit Inlet Type Size LxW / D Instrument Design CFM Final CFM % Final 4th FL Open 90x18 Flowhood 9129 4th FL Open 90x18 Flowhood 9211 5th FL Open 90x18 Flowhood 8756 5th FL Open 90x18 Flowhood 8942 6th FL Open 90x18 Flowhood 8533 6th FL Open 90x18 Flowhood 8434 Totals: - - - 0 53005 0

AHU-01 Return Inlet Summary

Tested By: Ray Padin Date: 4/26/2022

SYSTEM/UNIT: AHU-02

Log: AHU-02 4/5/2022 Ray Padin Supply airflow obtained form Ebtron airflow monitoring station.

Unit Data Unit Manufacturer HUNTAIR Unit Model Number CSU-135K

Test Data Actual Supply Airflow 87261 CFM Actual Outside Airflow 32036 CFM Actual Return Airflow 55225 CFM O/A Damper Position 100% MIN OA % R/A Damper Position 100% %

AHU-02/Supply Fan Nameplate Motor RPM 1800 RPM Actual Motor RPM 1807 RPM Motor Operating HZ/Speed 60 Hz Motor Volts T1-T2 460 Volts Motor Volts T2-T3 460 Volts Motor Volts T1-T3 460 Volts Motor Amps T1 66.40 Amps Motor Amps T2 66.40 Amps Motor Amps T3 66.40 Amps

Motor Data AHU-02/Supply Fan

Motor Type Direct Drive Nameplate Motor Manufacturer Siemens Nameplate Motor Frame 213T Nameplate Motor HP 7.5 HP Nameplate Motor Rated Volts 460 Volts Nameplate Motor FL Amps 9.70 Amps Nameplate Motor Phase 3 Nameplate Motor Hertz 60 Hz

PROJECT:

LOCATION:

GSA - Minton-Capehart Building Indianapolis, IN

9401PROJECT #:

DATE:

CONTACT:

4/7/2022 Bob Fridono

Tested By: Ray Padin Date: 4/26/2022

SYSTEM/UNIT: AHU-02/SPP-01

Test Pressures Cooling Coil SP In -0.77 in. w.c.

Cooling Coil SP Out -0.99 in. w.c.

Filter SP In -0.50 in. w.c.

Filter SP Out -0.68 in. w.c.

Heating Coil SP In -0.68 in. w.c.

Heating Coil SP Out -0.77 in. w.c.

Supply Fan SP In -0.99 in. w.c.

Supply Fan SP Out 1.83 in. w.c.

Static Pressure Profile

System/Unit Inlet Type Size LxW / D Instrument Design CFM Final CFM % Final 4th FL Open 64x18 Flowhood 8643 4th FL Open 64x18 Flowhood 9433 5th FL Open 64x18 Flowhood 9421 5th FL Open 64x18 Flowhood 8842 6th FL Open 64x18 Flowhood 9753 6th FL Open 64x18 Flowhood 9133 Totals: - - - 0 55225 0

AHU-02 Return Inlet Summary

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY

Do not remove this notice.

Properly destroy documents when no longer needed.

SUMMARY 01 10 00 - 1 of 2

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.01 PROJECT INFORMATION

A. Project Name and Location: EOIR Immigration Courts, Milton-Capehart Federal Building, Indianapolis.

B. Project Summary Description: Build-out of courtrooms, administrative, and support spaces on the 4th, 5th and 6th floors including MEP-FP work..

C. Architect: The term Architect refers to the project designer. The Architect's status relative to the construction will be stated in writing by the Contracting Officer prior to the pre-construction conference. The project was designed by: KOO LLC.

D. Key Consultants: MEP-FP Engineer: Primera Engineers; Environmental Consultant: Carnow Conibear & Associates.

E. The GSA Project Manager for the project is: Kristina Wallig.

F. The GSA Contracting Officer's Representative (COR) for the project is: Elvin Poole

G. The GSA Contracting Officer for the project is: Neal Deodhar.

H. The Facility Building Management Contact is: Michelle Mitchell.

1.02 WORK BY OTHER CONTRACTORS

A. The Contractor shall cooperate with other contractors performing related work, including providing labor, materials and other costs necessary to satisfactorily coordinate the Contract work with work performed under other contracts.

1.03 SCHEDULE OF GOVERNMENT-FURNISHED PROPERTY

A. The project includes the following Government furnished property to be installed by the Contractor. The contractor shall advise GSA at least 30 days in advance of when the property should be delivered.

1. TV Monitors.

2. Final Electrical and Data connections to Government furnished and installed furniture systems.

1.04 MISCELLANEOUS PROVISIONS

A. Work in existing facilities shall correspond in all respects with the existing conditions to which it connects, or to similar existing conditions, in materials, workmanship and finish.

B. Minton Capehart Federal Building was listed in the National Register of Historic Places in 2021.

Section 106 of the National Historic Preservation Act applies, and The Secretary of the Interior’s Standards for the Treatment of Historic Properties must be complied with.

1. See Section 01 35 10 - Historic Building Treatment Procedures.

C. Alterations to Existing Conditions: Existing conditions shall be cut, drilled, removed, temporarily removed, or removed and replaced, as necessary for performance of Work under the Contract.

Work out of alignment where exposed by removal of existing work shall be called to the attention of GSA. Necessary corrective work shall be as directed.

1. Replacements of existing conditions that are removed shall match similar existing conditions.

2. Unless otherwise indicated, existing structural members shall not be cut or altered without authorization by the Contracting Officer.

3. Conditions remaining in place, which are damaged or defaced during the Work, shall be restored to the condition existing at time of award of Contract.

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY

Do not remove this notice.

Properly destroy documents when no longer needed.

01 10 00 - 2 of 2 SUMMARY

4. Discolored or unfinished surfaces exposed by removal of existing conditions, that are indicated to be final exposed surfaces, shall be refinished or replaced as necessary to produce uniform and harmonious contiguous surfaces.

D. Existing structures will remain in place.

E. Existing utility services with related meters and equipment will remain in place.

F. Removed items indicated to remain the property of the Government shall be stored on site where directed by the Contracting Officer.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT -…