7-GC Exibit H7-Existing Building Systems Condition Reports.pdf

PDF 7 MB Posted Oct 2, 2026

Attached to: Construction Manager at Risk (CMAR) / General Contractor Services
Solicitation number: RFP: LEAD/OPS -GC444/RFP001/2026/27
Issued by: Davidson County, Tennessee

About this file

Written by GovTribe AI · Oct 8, 2026

Existing Building Systems Condition Reports

This document is an Exhibit H7 to a Construction Manager at Risk (CMAR) / General Contractor Services solicitation issued by LEAD Public Schools for the redevelopment of the Metroplex campus in Nashville, Tennessee. The exhibit provides existing building systems condition reports that document the current state of building infrastructure and mechanical systems at the Metroplex campus. These reports serve as baseline documentation for the preconstruction and construction phases of the project, enabling the selected CMAR/GC to understand existing conditions, identify system deficiencies, and plan appropriate remediation or replacement strategies during the guaranteed maximum price (GMP) negotiation phase and subsequent construction execution.

The condition reports establish the existing site conditions against which the CMAR/GC will develop cost estimates and construction schedules. This documentation is critical for risk allocation and scope definition, as it provides objective evidence of current building system performance and conditions that may impact project costs, timelines, and construction methodologies. The reports function as a reference document throughout the preconstruction phase to inform value engineering decisions, constructability analysis, and the final GMP agreement between LEAD Public Schools and the selected contractor.

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Other files

File	Type	Posted
1-RFP- General Contractor Services.docx	DOCX document	Oct 2, 2026
6-GC Exhibit H6-Geotechnical Information.pdf	PDF	Oct 2, 2026
4-GC Exhibit H3-Site Topographic Civil Information.pdf	PDF	Oct 2, 2026
5-GC Exhibit H5-Demolition Early-Work Documents.pdf	PDF	Oct 2, 2026
2-GC Exhibit H1-Current Architectural Design Documents.pdf	PDF	Oct 2, 2026
8-GC Exhibit H4-Existing Building Record Documents.pdf	PDF	Oct 2, 2026
3-GC Exhibit H2–Project Design Milestone Schedule.docx	DOCX document	Oct 2, 2026

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LEAD PUBLIC SCHOOLS

EXHIBIT H7 – Existing Building Systems / Condition Reports

Electrical Observation

Date: March 6, 2026

To: John Morss – DF Chase

From: Oakley Christian

Re: 550 Metroplex Drive Nashville, TN

Subject: Electrical Observation 550 Metroplex Drive is a 300,000 square foot 2-story building that was originally built as an operations center for a local bank. The original structure (approximately 220,000 sqft) was constructed around 1988. An 85,000 sqft Annex was added to the building around 2000. Approximately half of the first floor in the original part of the building has been gutted. The majority of all the branch circuitry in this area has been removed.

The original portion of the building is being fed electrically by two Nashville Electric Service pad mounted transformers. The NES transformers are being served from two different circuits on the NES grid to provide a level of redundancy of utility power to the original part of the building. Each of the NES transformers feeds a 3000 amp 480 volt switchboard inside the building. The two 3000 amp switchboards are connected together by a tie breaker.

The original portion of the building also has (3) indoor 1500 KW backup generators. Electrically the generators are tied together with paralleling gear. Currently the generators are not on line and are not being exercised.

There are multiple transfer switches that facilitate all of the loads in the original building to be served from either the utility source or by the generators.

The original part of the building has multiple UPS systems that previously served receptacle and process equipment. Some UPS equipment has been removed and the ones that remain have had their batteries removed and are off line.

There are (5) small electrical rooms on each floor of the original part of the building that contain the original electrical panels/transformers that previously served the original lighting, receptacles and mechanical equipment in the area.

The majority of the lighting throughout the existing original structure is accomplished with 2x4 parabolic fixtures with fluorescent lamps. There appears to be a lighting control system throughout the original portion of the building but it could not be confirmed if it was fully operational.

The building is equipped with an Edwards fire alarm panel and there are horn/strobes throughout the areas that have not been demolished. The sprinkler system was being tested during the time of the electrical inspection so it could not be confirmed if the fire alarm had any other trouble conditions on it.

The Annex portion of the building is being fed from a single NES pad mounted transformer. That transformer is on the same NES circuit as one of the NES transformers that serves the original part of the building. The NES transformer feeds a single 2500 amp 480 switchboard. A single 750 KW backup generator is located outside and serves the Annex. This generator is off line as well. All loads for the Annex are fed through transfer switches.

There are (2) small electrical rooms on each floor of the original part of the building that contain the original electrical panels/transformers that previously served the original lighting, receptacles and mechanical equipment in the area.

The change in use of the building to an educational facility will require that most of the electrical distribution system throughout the building be replaced. The primary electrical services and the main switchboards could be left in place and reused but most of the rest of the electrical equipment would need to be replaced. New energy efficient LED lighting would need to be installed throughout the facility. New lighting controls would need to be installed to meet the current energy codes. All of the existing transfer switches, generators, paralleling gear and UPSs would need to be removed. The electrical panels and associated distribution would need to be redesigned meet the needs of the new mechanical equipment being proposed for the building. A new voice evac fire alarm system would need to be installed throughout the facility based on the new floorplan to meet current life safety code.

Charlie Howell <admin@cahco.com>

LEAD Academy-Plumbing Report 1 message

Chris Scheide <Cscheide@dfchase.com> Fri, Mar 6, 2026 at 7:30 AM To: Andy Howell <ahowell@cahco.com>, Charlie Howell <charliehowell@cahco.com> Cc: John Morss <Jmorss@dfchase.com>

Charlie, I was trying to transfer the videos to my dropbox but it kept freezing up on this. I’ll send the rest of the reports when I receive them, but I have the plumbing report attached. If you scroll to the very bottom of the email you will find a link that has their video’s of them with the camera of the drain lines.

Let me know if you have any questions.

Thanks, Chris Scheide Senior Construction Manager

Chase Construction Group

3001 Armory Drive, Ste 200

Nashville, TN 32704 t: 615-777-5900 c: 615-866-7475 e: cscheide@dfchase.com website: www.ccgbuilds.com

C.A. Howell and Company Mail - LEAD Academy-Plumbing Report https://mail.google.com/mail/u/1/?ik=6dcabf2e68&view=pt&search=al...

1 of 3 3/6/26, 7:38 AM https://www.google.com/maps/search/3001+Armory+Drive,+Ste+200+%0D%0A+%0D%0A+%0D%0A+%0D%0A+%0D%0A+Nashville,+TN?entry=gmail&source=g https://www.google.com/maps/search/3001+Armory+Drive,+Ste+200+%0D%0A+%0D%0A+%0D%0A+%0D%0A+%0D%0A+Nashville,+TN?entry=gmail&source=g https://www.google.com/maps/search/3001+Armory+Drive,+Ste+200+%0D%0A+%0D%0A+%0D%0A+%0D%0A+%0D%0A+Nashville,+TN?entry=gmail&source=g https://www.google.com/maps/search/3001+Armory+Drive,+Ste+200+%0D%0A+%0D%0A+%0D%0A+%0D%0A+%0D%0A+Nashville,+TN?entry=gmail&source=g mailto:cscheide@dfchase.com mailto:cscheide@dfchase.com mailto:cscheide@dfchase.com http://www.ccgbuilds.com/ http://www.ccgbuilds.com/ http://www.ccgbuilds.com/

Disclaimer: This email and any attachments are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error, please notify the sender immediately and delete it from your system. Any unauthorized use, disclosure, or distribution is prohibited. Thank you.

From: Hornbuckle Plumbing <info@HORNBUCKLEPLBG.COM> Sent: Thursday, March 5, 2026 1:07 PM To: Chris Scheide <Cscheide@dfchase.com> Subject: FW: 550 METROPLEX FILE

Please see the attached report and videos of the sewer system at Lead. The under slab sanitary is in very poor condition. The piping is deteriorated and has a large amount of rust. We are afraid that attempting to jet the lines would only exacerbate the issue. In addition the above slab piping in the restroom areas has stain marks from prior leaks. Some of the no hub bands are leaking and there are water marks around several floor drains that is assumed to be caused by prior leaks. The annex area has areas where the cast iron drain lines starting leaking and was replaced. These repairs were made with PVC pipe. If the new HVAC system is a return plenum these pipes will need replaced with cast iron As the intent is to change from wall mounted water closets to floor mount the chases behind the water closets will need to be opened for modification of the piping. We would recommend at a minimum to replace the no hub bands on any piping that can be accessed and at that time to further investigate areas that are concealed now. It may be possible to re-use some of the vent piping but that would have to be assessed once the areas are available.

We had this same rust issue at Aventura next door and it caused a lot of issues. The system next door had PVC below the slab but quite a few old lines starting dropping the rust down into the slab causing blockages once the fixtures starting being used after being dormant for so long.

We would recommend replacing the sanitary piping in the slab at a minimum.

The under slab rain water piping that we could televise seems to be serviceable.

Hornbuckle Plumbing Company

P.O. Box 281376

Nashville, TN 38228

615-255-7387 info@hornbuckleplbg.com

C.A. Howell and Company Mail - LEAD Academy-Plumbing Report https://mail.google.com/mail/u/1/?ik=6dcabf2e68&view=pt&search=al...

2 of 3 3/6/26, 7:38 AM mailto:info@HORNBUCKLEPLBG.COM mailto:info@HORNBUCKLEPLBG.COM mailto:Cscheide@dfchase.com mailto:Cscheide@dfchase.com mailto:info@hornbuckleplbg.com mailto:info@hornbuckleplbg.com

From: brett phillips <digitalhornbuckle@gmail.com> Sent: Thursday, March 5, 2026 6:49 AM To: Hornbuckle Plumbing <info@HORNBUCKLEPLBG.COM> Subject: 550 METROPLEX FILE

550 Metroplex

SKM_C451i26030512160.pdf 36K

C.A. Howell and Company Mail - LEAD Academy-Plumbing Report https://mail.google.com/mail/u/1/?ik=6dcabf2e68&view=pt&search=al...

3 of 3 3/6/26, 7:38 AM mailto:digitalhornbuckle@gmail.com mailto:digitalhornbuckle@gmail.com mailto:info@HORNBUCKLEPLBG.COM mailto:info@HORNBUCKLEPLBG.COM https://url.emailprotection.link/?b7hZ1c8pB-dZ22eQfsFSb3sSOgmH8TfYesfxfcIWLnkgh5xeTcfsHKcSj11JRnpXwdqyhDbRI_1ANRYpUZlKxE-Tjgl4lvu7KdeVr5m4dPuMvVT9L5V7k3MGrW2LPuQVZ3TV9F2u-1neS8BpxAiZSgtvkuOizUVTmjMfdXR0yY5I~ https://url.emailprotection.link/?b7hZ1c8pB-dZ22eQfsFSb3sSOgmH8TfYesfxfcIWLnkgh5xeTcfsHKcSj11JRnpXwdqyhDbRI_1ANRYpUZlKxE-Tjgl4lvu7KdeVr5m4dPuMvVT9L5V7k3MGrW2LPuQVZ3TV9F2u-1neS8BpxAiZSgtvkuOizUVTmjMfdXR0yY5I~ https://url.emailprotection.link/?b7hZ1c8pB-dZ22eQfsFSb3sSOgmH8TfYesfxfcIWLnkgh5xeTcfsHKcSj11JRnpXwdqyhDbRI_1ANRYpUZlKxE-Tjgl4lvu7KdeVr5m4dPuMvVT9L5V7k3MGrW2LPuQVZ3TV9F2u-1neS8BpxAiZSgtvkuOizUVTmjMfdXR0yY5I~ https://url.emailprotection.link/?b7hZ1c8pB-dZ22eQfsFSb3sSOgmH8TfYesfxfcIWLnkgh5xeTcfsHKcSj11JRnpXwdqyhDbRI_1ANRYpUZlKxE-Tjgl4lvu7KdeVr5m4dPuMvVT9L5V7k3MGrW2LPuQVZ3TV9F2u-1neS8BpxAiZSgtvkuOizUVTmjMfdXR0yY5I~ https://url.emailprotection.link/?b7hZ1c8pB-dZ22eQfsFSb3sSOgmH8TfYesfxfcIWLnkgh5xeTcfsHKcSj11JRnpXwdqyhDbRI_1ANRYpUZlKxE-Tjgl4lvu7KdeVr5m4dPuMvVT9L5V7k3MGrW2LPuQVZ3TV9F2u-1neS8BpxAiZSgtvkuOizUVTmjMfdXR0yY5I~ https://mail.google.com/mail/u/1/?ui=2&ik=6dcabf2e68&view=att&th=19cc3578939e714a&attid=0.1&disp=attd&safe=1&zw https://mail.google.com/mail/u/1/?ui=2&ik=6dcabf2e68&view=att&th=19cc3578939e714a&attid=0.1&disp=attd&safe=1&zw

Porter Roofing Contractors, Inc.

www.porter-roofing.com

9057 Manchester Hwy 421 Ash Street 2505 East 43rd Street #4 4930 Glover Ln. 4499-2 Columbia Rd. 5228 E. Hillsborough Ave Morrison, TN 37357 Murfreesboro, TN 37130 Chattanooga, TN 37407 Milton, FL 32570 Martinez, GA 30907 Suite F, Tampa, FL 33610

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

CA Howell and Company

2704 12th Ave S

Nashville, TN 37204

Attn: Charlie Howell

Re: 550 Metroplex Drive Roof Report

Roof Size: 149,785 square feet +/-

Inspection Date: February 4th, 2026

Existing System Type: Small roof section on Northeast side- Mechanically Fastened EPDM

Large roof section on East side of expansion joint- Mechanically Fastened EPDM

Large roof section on West side of expansion joint- Adhered EPDM

Low roof section on Northwest corner- Adhered EPDM

Year Installed: Small roof section on Northeast side- 2007

Large roof section on East side of expansion joint- unknown

Large roof section on West side of expansion joint- unknown

Low roof section on Northwest corner- unknown

Roof Condition Rating: Roof membrane - Fair

Roof flashings - Poor

At your request a roof survey was performed at the above referenced address; the following is an assessment of our findings:

The above referenced building consists of mechanically fastened and fully adhered EPDM roof systems. Each roof section slopes to roof drains by way of tapered insulation. Overflow scuppers are present along the main and low roof sections as a secondary source for drainage if the primary roof drains were to fail. One leak was reported during this inspection. This leak appeared to be caused by punctures in the roof membrane. The current condition of each roof section varies from poor to fair. Several punctures were found in the field membrane throughout the roof system but the membrane appears to be in fair condition. The roof flashings throughout each roof system are in poor condition. Numerous flashings are failing and loose. These flashings will continue to open as the roof system expands and contracts through each thermal cycle. Other deficiencies observed are failed sealants and debris along the parapet walls. It is typical for aged sealants to deteriorate and open over time. These sealants should be replaced to prevent water from entering through the roof flashings. The leaves and debris that have settled against the parapet walls can cause premature membrane failure if they are left in place. A repair overhaul is recommended to correct the current deficiencies and extend the life of this roof. The estimated useful life of this roof system is 3-5 years if the roof is maintained.

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

As with any major component of a building it will be important to perform recommended maintenance items and continue to schedule routine inspections to maximize the initial investment. Once a year at a minimum a roof inspection should be scheduled to check gutters and downspouts for debris, look at the roof surface for signs of damage. Also, all penetrations should be checked to ensure boots and sealants are in order.

We recommend the following:

Small roof section on Northeast side

• Reseal 11 coping seams on small roof section/ parapet wall

• Replace 2’ of open sealant along termination bar

• Seal open flashing below termination bar

• Clean, prime and patch 1 puncture through roof membrane

Large roof – both sides of expansion joint

• Remove and dispose of all debris

• Clear debris from each drain basket and dispose of

• Clean, prime and patch 21 punctures through roof membrane

• Clean, apply rust inhibiting primer, and paint 7 rusted curb caps

• Resecure 2 loose curb caps

• Clean, prime, and apply new EPDM flashing to properly seal all currently open scupper flashings

• Clean, prime, and apply new EPDM flashing to properly seal all currently open curb flashings

• Clean, prime, and apply new EPDM flashing to properly seal all currently open penetration flashings

• Clean, prime, and apply new EPDM flashing to properly seal all currently open parapet wall flashings

• Clean, prime, and apply new EPDM flashing to properly seal all currently open expansion joint flashings

• Clean, prime, and apply new EPDM flashing to properly seal all currently open field patches

• Install missing EPDM slip sheets under wood blocking supports

Low roof section on Northwest corner

• Remove and dispose of all debris

• Clean, prime, and apply new EPDM flashing to properly seal all currently open curb flashings

• Clean, prime, and apply new EPDM flashing to properly seal all currently open penetration flashings

• Clean, prime, and apply new EPDM flashing to properly seal all currently open scupper flashings

• Resecure and reseal 3 loose and open coping joints

• Clear debris from drain basket and dispose of

• Replace deteriorated sealant between coping cap and exterior wall

Low metal canopy roof on North side

• Remove and dispose of all debris in gutter system

• Seal 2 holes in side of downspout

• Seal 1 open penetration pocket

Repair Overhaul Total: $20,402.00

-Price excludes anything not listed above

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

BUILDING IDENTIFIER

OVERVIEW OF SMALL ROOF SECTION ON NORTHEAST SIDE

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

OVERVIEW OF SMALL ROOF SECTION ON NORTHEAST SIDE

AGED SEALANT ABOVE TERMINATION BAR IS OPEN

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

AGED SEALANT OVER COPING SEAM IS OPEN ON SEVERAL SEAMS

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

SMALL PUNCTURE IS PRESENT THROUGH ROOF MEMBRANE

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

OVERVIEW OF LARGE ROOF SECTION – EAST SIDE OF EXPANSION JOINT

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

OVERVIEW OF EXPANSION JOINT BETWEEN LARGE ROOF SECTIONS

PARAPET WALL FLASHING IS LOOSE AND OPEN IN SEVERAL AREAS

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

CURB FLASHINGS ARE OPEN IN SEVERAL AREAS

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

METAL CURB CAPS ARE RUSTED

CURB CAP IS NO LONGER SECURED TO TOP OF CURB

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

METAL CURB CAPS ARE RUSTED

RUBBER STRIP AROUND BASE OF RTU IS OPEN IN SEVERAL AREAS

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

SCUPPER FLASHING IS OPEN ON VARIOUS OVERFLOW SCUPPERS

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

PENETRATION FLASHING IS OPEN IN SEVERAL AREAS

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

WATER PONDS IN SEVERAL AREAS OF THIS ROOF SYSTEM

AGED PATCHES ARE LOOSE IN SEVERAL AREAS

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

SMALL CUT IS PRESENT THROUGH ROOF MEMBRANE

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

DEBRIS HAS COLLECTED ON SEVERAL AREAS OF THIS ROOF SYSTEM

WATER PONDS AROUND ROOF DRAINS DUE TO CLOGGED DRAIN BASKET

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

WATER PONDS AROUND ROOF DRAINS DUE TO CLOGGED DRAIN BASKET

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

PROTECTIVE SLIP SHEETS ARE MISSING UNDER WOOD BLOCKING SUPPORTS

LAP SEALANT USED AROUND ROOF FLASHINGS IS AGED AND DETERIORATED

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

LAP SEALANT USED AROUND ROOF FLASHNGS IS AGED AND DETERIORATED

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

CURB CAP IS NO LONGER ATTACHED TO CURB

LAP SEALANT USED AROUND ROOF FLASHINGS IS AGED AND DETERIORATED

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

DISCONNECTED LIGHTNING PROTECTION CABLE IS LOOSE

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

FLASHING OVER EXPANSION JOINT IS OPEN

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

OVERVIEW OF LARGE ROOF SECTION – WEST SIDE OF EXPANSION JOINT

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

OVERVIEW OF ATRIUM

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

WALK PADS ARE PRESENT TO AND AROUND EACH LARGE RTU

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

COATING WAS APPLIED TO EPDM MEMBRANE AND FLASHINGS BELOW EQUIPMENT

SUPPORT STAND

COATING WAS APPLIED TO EPDM MEMBRANE AND FLASHINGS BELOW EQUIPMENT

SUPPORT STAND

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

WATER PONDS AROUND ROOF DRAIN DUE TO CLOGED DRAIN BASKET

SEVERAL AGED WALK PADS ARE NO LONGER PROPERLY ADHERED

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

SMALL PUNCTURES ARE PRESENT THROUGH ROOF MEMBRANE

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

WALL FLASHING IS DAMAGED AND OPEN

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

MEMBRANE FIELD SEAM IS PARTIALLY OPEN ALONG PERIMETER

LEAVES AND LIMBS ARE PRESENT ON ROOF MEMBRANE FROM SURROUNDING TREES

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

SMALL PUNCTURES ARE PRESENT THROUGH ROOF MEMBRANE

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

BULLET IS LODGED IN ROOF MEMBRANE

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

OVERVIEW OF LOW ROOF SECTION ON NORTHWEST CORNER

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

OVERVIEW OF LOW ROOF SECTION ON NORTHWEST CORNER

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

COPING CAP SEAM AND SEALANT ARE LOOSE AND OPEN

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

WATER PONDS AROUND ROOF DRAIN DUE TO CLOGGED DRAIN STRAINER

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

LEAVES AND VEGETATION ARE PRESENT ON THE CORNER OF THIS ROOF SYSTEM

AGED SEALANT IS OPEN BETWEEN COPING CAP AND EXTERIOR WALL

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

HOLES ARE PRESENT THROUGH SIDE OF DOWNSPOUT

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

HOLES ARE PRESENT THROUGH SIDE OF DOWNSPOUT

DOWNSPOUT OUTLET IS CLOGGED WITH DEBRIS

931.668.2298 615.867.8663 423.867.3497 850.203.1994 706.303.4752 813.374.1632

GUTTER SYSTEM IS FULL OF DEBRIS

PENETRATION FLASHING IS OPEN ON PERIMETER OF PENETRATION POCKET

Asbestos Survey 446 Metroplex, Building A

Nashville Tennessee

Prepared for:

LEAD Public Schools 1251 Neely’s Bend Road

Madison, Tennessee 37115

Prepared by:

Frost Environmental Services, LLC

339 Rockland Road Suite E Hendersonville, Tennessee 37075 www.frostenvironmental.com

August 2026 http://www.frostenvironmental.com/

446 Metroplex, Building A

339 Rockland Road Suite E

Seth Frost

TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY

1.1 Asbestos-Containing Material Summary

2.0 INTRODUCTIONS

3.0 ASBESTOS SURVEY FINDINGS

3.1 ACM Survey Findings

3.1.1 Asbestos Containing Materials

3.1.2 Non - Asbestos Containing Materials

3.2 Asbestos Survey Protocol

4.0 CONCLUSIONS AND RECOMMENDATIONS

APPENDICES

Appendix A Asbestos Laboratory Analytical Report Appendix B Drawing Appendix C Certifications

Frost Environmental Services, LLC (FES) was retained by LEAD Public Schools to perform a survey for Asbestos Containing Materials (ACM) at 446 Metroplex, Building A in Nashville Tennessee, on August 21st, 2026. The purpose of the survey was to determine if asbestos containing materials were within the exterior and interior of the building.

1.1 Asbestos-Containing Material Summary

The purpose of the survey was to identify ACM’s in the building. Sampling consisted of building materials within the interior and exterior of the building.

A total of forty – three (43) samples of suspect ACM were collected from the site. As shown in Table 1 below, the following materials were determined to be ACM.

Table 1 – Positive ACM’s

HA# Material Functional Space Quantity

16 & 17 Black mastic Under Non ACM 12x12 Floor Tile

Suite 210 – Center of office section and North Entrance area

800sqft

2.0 INTRODUCTIONS

perform a survey for Asbestos Containing Materials (ACM) at 446 Metroplex, Building A in Nashville Tennessee, on August 21st, 2026. The purpose of the survey was to determine if asbestos containing materials were within the exterior and interior of the building.

3.0 ASBESTOS SURVEY FINDINGS

The ACM inspection was performed in accordance with Environmental Protection Agency (EPA) / NESHAPS, Occupational Health and Safety Administration (OSHA), and State of Tennessee Protocols. Seth Frost and Codi Maddox performed the inspection on August 21st, 2026. Appropriate certification documents are in Appendix C of this report.

3.1 ACM Survey Findings

3.1.1 Asbestos Containing Materials

A total of forty – three (43) samples of suspect ACM were collected from the site. As shown in Table 2 below, the following materials were determined to be ACM.

Table 2 – Positive ACM’s

HA# Material Functional Space Quantity 16 & 17 Black mastic Under Non ACM 12x12

Floor Tile Suite 210 – Center of office section and North Entrance area 800sqft

3.1.2 Non-Asbestos Containing Materials

As shown in Table 2 below, the following materials were found not to contain asbestos.

Table 3 – Non - ACM’s

Material Location Drywall / Joint Compound Throughout

4x2 Ceiling Tile Throughout

Gray Cove Base Throughout

Brown Wood Grain Flooring Common Hallways 1st and 2nd floor

Yellow Carpet Glue Throughout

12x12 Floor Tile White w/ Multispec & Black Mastic Suite 160 N Center Room

Brown Cove Base Throughout

12x12 Beige Margle Floor Tile Suite 100 Breakroom

Gray Wood Grain vinyl w/ Black Mastic Throughout Suite 100

12x12 Beige Marble Floor Tile & Yellow Mastic Suite 100 Printer Room

12x12 Beige Marble Floor Tile & Yellow Mastic Small Copy Room

Black and Yellow Mastic Under Carpet Suite 100 West Side Offices

Beige Floor Tile and Black Mastic, Under Carpet Suite 100 Next to Breakroom

12x12 Beige Floor Tile Suite 240 Breakroom

12x12Gray Floor Tile, and Black Mastic Suite 210 Breakroom

12x12 x12 Gray Floor Tile Suite 210 IT Room

12x12 Beige Floor Tile and Black Mastic 2nd Floor Roof Access

12x12 Beige Floor Tile & Black Mastic Suite 200 Breakroom

Samples were given a unique numeric identification. Samples were placed in a sealed container; sample was documented on a chain of custody and sent to a qualified laboratory for analysis.

The technique used for sampling the suspected materials was designed to minimize possible fiber release and in turn possible contamination of surrounding areas. All representative "suspect" materials sampled, were collected in accordance with the EPA's AHERA and "Guidance for Controlling Asbestos Containing Material in Buildings" (EPA 560 / 6-85-024, June 1985).

3.2 Asbestos Survey Protocol (Continued)

The sample location was sprayed with an amended water mixture. Then, a sample of the material was collected and properly stored in a labeled airtight container. A chain of custody form was completed for all bulk samples collected and subsequently delivered to a qualified laboratory for analysis using Polarized Light Microscopy (PLM).

Suspect ACM was inspected to determine the condition of the material and touched to determine its friability. A friable material is defined as a material that can be crumbled or reduced to powder by hand pressure. A friable material has a higher potential of becoming airborne during disturbance.

FES personnel utilized PPE as deemed appropriate for each sampling event. Wet methods were employed during the collection of bulk samples.

Sampling was performed with as little damage as possible to building materials. Samples were collected in hidden inconspicuous areas. FES performed the inspection to the best of our ability; however, it is possible materials may not have been accessible during the time of the inspection.

Following the inspection, black mastic under flooring within Suite 210 was determined to be ACM. Prior to renovation or demolition activities, any ACM which may be disturbed, must be removed. All removal must be performed following EPA AHERA and Asbestos OSHA requirements. Following any asbestos removal clearance testing must be performed by a third party as per AHERA requirements. The ACM must be removed by State of Tennessee Certified contractor and workers. All asbestos waste must be sent to an EPA approved landfill. If ACM is to be left in place, an AHERA Asbestos Management Planner must be implemented until all ACM is removed.

5.0 LIMITATIONS

FES performed a complete inspection of the site. However, some materials may be hidden and not identified or noted. FES performed the inspection to the best of their ability.

If a material is uncovered during demolition that was not identified during the inspection, the material should be treated as asbestos until testing is performed.

Attn:

Address: 339 Rockland Road, Suite E Order #: 705525

Hendersonville, TN 37075

Frost Environmental Services, LLC. (4015)Customer:

Received 08/24/26

Schneider Laboratories Global, Inc 2512 W. Cary Street • Richmond, Virginia • 23220-5117 804-353-6778 • 800-785-LABS (5227) • Fax 804-359-1475

08/26/26Analyzed

08/26/26Reported

Analysis Report

PLM Analysis

Cust. IDSample ID LocationCollected Asbestos Fibers Other Materials

EPA 600/R-93/116 & 40 CFR App. E Sub. E Pt. 763Method:

Project: 446 Metroplex, Bldg A

Number:

Location: Nashill, TN

T/O08/21/26 1A705525-001

White, Powdery

DrywallLayer 1: No Asbestos Detected CELLULOSE FIBER4%

MINERAL/GLASS WOOL2%

NON FIBROUS MATERIAL94%

White, Granular

Joint CompoundLayer 2: No Asbestos Detected NON FIBROUS MATERIAL98%

VERMICULITE2%

T/O08/21/26 1B705525-002

White, Powdery

DrywallLayer 1: No Asbestos Detected CELLULOSE FIBER4%

MINERAL/GLASS WOOL2%

NON FIBROUS MATERIAL94%

White, Granular

Joint CompoundLayer 2: No Asbestos Detected NON FIBROUS MATERIAL98%

VERMICULITE2%

T/O08/21/26 1C705525-003

White, Powdery

DrywallLayer 1: No Asbestos Detected CELLULOSE FIBER4%

MINERAL/GLASS WOOL2%

NON FIBROUS MATERIAL94%

White, Granular

Joint CompoundLayer 2: No Asbestos Detected NON FIBROUS MATERIAL98%

VERMICULITE2%

T/O08/21/26 1D705525-004

White, Powdery

DrywallLayer 1: No Asbestos Detected CELLULOSE FIBER4%

MINERAL/GLASS WOOL2%

NON FIBROUS MATERIAL94%

White, Granular

Joint CompoundLayer 2: No Asbestos Detected NON FIBROUS MATERIAL98%

VERMICULITE2%

Reporting Limit: 1% Gravimetrically Reduced Reporting Limit: 0.01% PLM analysis is based on Visual Estimation and NESHAP recommends that any friable sample with an asbestos content less than 10 percent be verified by Point Count or TEM Analysis. The EPA recommends that any attic loose fill vermiculite should be treated as asbestos containing material. This report must not be reproduced except in full with the approval of the laboratory. Laboratory estimated asbestos error rates available upon request. The test results apply to the sample as received.

PLM Analysis

Cust. IDSample ID LocationCollected Asbestos Fibers Other Materials

EPA 600/R-93/116 & 40 CFR App. E Sub. E Pt. 763Method:

Project: 446 Metroplex, Bldg A

Number:

Location: Nashill, TN

T/O08/21/26 1E705525-005

White, Powdery

DrywallLayer 1: No Asbestos Detected CELLULOSE FIBER4%

MINERAL/GLASS WOOL2%

NON FIBROUS MATERIAL94%

White, Granular

Joint CompoundLayer 2: No Asbestos Detected NON FIBROUS MATERIAL98%

VERMICULITE2%

T/O08/21/26 1F705525-006

White, Powdery

DrywallLayer 1: No Asbestos Detected CELLULOSE FIBER4%

MINERAL/GLASS WOOL2%

NON FIBROUS MATERIAL94%

White, Granular

Joint…

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File details come from the government source that posted it. Updated Oct 8, 2026.