LEAD PUBLIC SCHOOLS

EXHIBIT H7

Demolition Scope Narrative - Draft for RFP

Buildings B and A | 1221 Antioch Pike / 446 Metroplex Drive | Nashville, Tennessee

1. PROJECT OVERVIEW

LEAD Public Schools is advancing the redevelopment of the existing Metroplex office campus into a school and organizational campus. Building B is planned as the primary academic building for the K-5 program, including supporting instructional and student-service spaces and the cafeteria/kitchen. Building A is planned for office, NEST, community, professional-development, meeting and other program uses, with final programming continuing to be coordinated as design advances. The demolition work is being advanced as an early-work package to create schedule flexibility and prepare both buildings for the subsequent renovation program.

This RFP is intended to select a Construction Manager (CM) for the demolition/early-work phase.

The selected CM will work with LEAD and the design team to validate the demolition scope, competitively procure qualified demolition subcontractor(s), level bids, recommend award, and manage execution of the work. This engagement is limited to the demolition/early-work scope unless LEAD separately authorizes additional services or construction work.

2. BASIS OF DEMOLITION SCOPE

The demolition scope shall be based primarily on the current architectural demolition drawings for

Buildings A and B, together with field verification and any subsequent clarifications or addenda issued by LEAD or the design team. The drawings govern the location and extent of demolition.

The narrative below is intended to supplement the drawings and establish the CM responsibilities and project assumptions for procurement and execution.

3. BASE DEMOLITION SCOPE

Perform selective interior demolition in Buildings A and B as indicated on the demolition drawings, including removal of existing interior construction, finishes, fixtures and building systems designated for removal.

Remove demolished materials from the site and legally dispose of or recycle debris in accordance with applicable requirements and the Metro debris-management process.

Sawcut, cap, disconnect, safe-off and otherwise prepare existing services and systems where demolition interfaces with construction that will remain.

Protect all structure, roof assemblies, exterior envelope components, utilities, equipment, life-safety systems and other existing conditions designated to remain.

Maintain the buildings in a weather-tight and secure condition throughout demolition, including temporary closures or protection at openings created by the work.

Coordinate demolition limits with the anticipated subsequent renovation so that work does not create unnecessary replacement, patching or rework.

Provide temporary protections, dust/debris control, access control, housekeeping and safety measures appropriate to the work and any adjacent occupied or active areas.

4. BUILDING SYSTEMS, UTILITIES AND ITEMS TO REMAIN

Existing-condition information indicates that both buildings contain rooftop/split HVAC equipment, plumbing systems, electrical service and distribution, and life-safety systems;

Building B also contains an existing hydraulic elevator. The condition assessment is informational only and does not direct demolition. The demolition drawings and design-team direction shall establish what is removed, retained, protected or temporarily maintained.

5. HAZARDOUS MATERIALS / ASBESTOS

A pre-demolition asbestos survey is required before demolition may proceed. If the survey is not available at the time the CM RFP is issued, LEAD intends to provide it when available and/or by addendum. The CM shall coordinate the demolition bid package around the final survey results and shall identify any required abatement as a separate, clearly defined scope. No suspect material shall be disturbed contrary to the final hazardous-material requirements.

6. SITE ACCESS, OCCUPANCY AND LOGISTICS

LEAD is actively coordinating turnover and vacancy of the existing buildings. Building access and the ability to perform demolition may therefore be phased. The CM shall develop a demolition logistics and sequencing plan that accommodates the actual release of space by

LEAD and protects any remaining occupants, adjacent tenants, public access and property that is not part of the demolition scope.

No demolition shall begin in an occupied or unreleased area without written authorization from LEAD.

The CM shall coordinate temporary barriers, safe egress, utility continuity, deliveries, staging, dumpsters and debris removal around any remaining occupancy or adjacent operations.

The CM shall identify any site-access, staging, laydown, dumpster or working-hour constraints that could affect pricing or schedule during its preconstruction review and subcontractor procurement.

7. PERMITTING AND DEBRIS MANAGEMENT

Architectural demolition drawings for both buildings have been submitted to Metro for permit review. Current permit tracking numbers are T2026063342 for 446 Metroplex Drive and

T2026063343 for 1221 Antioch Pike. The selected CM shall coordinate with LEAD and the

Architect regarding permit comments and information required from the demolition contractor.

A Debris Management Review is required for each permit. The selected contractor shall complete and submit the required debris-management information/forms for each building and provide supporting documentation as required.

A Noise Mitigation Plan is required for each permit. The selected contractor shall complete and submit the required noise mitigation form for each building and provide supporting documentation as required.

The CM shall track permit comments affecting demolition and promptly coordinate responses with the Architect/design team and LEAD.

The CM shall not proceed with work requiring permit approval until the applicable authorization has been obtained.

8. CM PRECONSTRUCTION AND TRADE PROCUREMENT RESPONSIBILITIES

Immediately upon selection, the CM will be expected to move the demolition package quickly from permit drawings to executable trade contracts. At a minimum, the CM shall:

Conduct a field walk with LEAD and the design team and reconcile visible existing conditions with the demolition drawings.

Prepare a complete demolition subcontractor bid package incorporating the drawings, this narrative, asbestos information, utility/retention requirements, logistics requirements and schedule.

Competitively solicit qualified demolition subcontractors and obtain a sufficient bid pool to support a clear market comparison.

Prepare a bid tab/leveling analysis identifying scope gaps, exclusions, assumptions, alternates and schedule differences.

Provide LEAD with a written award recommendation before executing or authorizing the demolition subcontract.

Manage subcontractor mobilization, permitting coordination, demolition execution, inspections, debris management, noise mitigation, safety, schedule, cost control and closeout.

9. SCHEDULE OBJECTIVE

LEAD intends to advance demolition as early as practical in order to create additional schedule flexibility for the broader renovation. Proposers should identify the earliest feasible mobilization date and anticipated demolition duration for each building, together with any critical dependencies including permits, asbestos clearance, tenant turnover, utility shutdowns and design clarifications.

The selected CM will be expected to update and manage this schedule immediately after award.

10. DEMOLITION COMPLETION / TURNOVER

At completion of demolition, each released area shall be left broom-clean, safe, secure and ready for subsequent renovation work. Closeout shall include, as applicable, final debris-management documentation, required inspections/permit records, photographs of completed demolition, documentation of capped or retained utilities, subcontractor closeout, final invoices and lien waivers, and a turnover walk with LEAD and the design team.

11. SCOPE CLARIFICATION

The demolition drawings are the primary technical basis of scope. This narrative is intended to supplement those drawings and define the CM procurement and execution responsibilities. Where the drawings, existing conditions or this narrative are unclear or inconsistent, the CM shall identify the issue promptly and obtain written direction before including an assumption in a subcontract award or proceeding with demolition.

12. Site Logistics:

Detailed site access, staging, demolition sequencing, temporary protections, and contractor logistics will be developed collaboratively with LEAD and the design team following CM selection. Proposers should identify any material site-access assumptions that affect their proposed fee, staffing, or schedule.

EXISTING BUILDING LOCATION

VICINITY MAP

OWNER:

LEAD PUBLIC SCHOOLS

121 NEELY'S BEND ROAD

MADISON, TN 37115

615.236.6532

CONTACT:

DR. TONY MAJORS

TONY.MAJORS@LEADPUBLICSCHOOLS.ORG

ARCHITECT:

MZA ARCHITECTURE & INTERIORS

516 HAGAN STREET, SUITE 100

NASHVILLE, TN 37203

615.256.2880

CONTACT:

MARK BIXLER

MBIXLER@MZARCH.COM

CHRIS RILEY

CRILEY@MZARCH.COM

R E

V

IS

IO

N

LEAD BLDG A

446 METROPLEX DRIVE

DEMOLITION DRAWINGS08-03-26

26055

2026063342

ACTUAL FLOOR AREA: PER FLOOR 12,380SF

TOTAL ALLOWABLE AREA PER FLOOR 25,375SF

ALLOWABLE AREA INCREASE FOR FRONTAGE 0.75 IBC 506.3

ALLOWABLE AREA PER FLOOR 14,500SF IBC TABLE 506.2

ACTUAL HEIGHT 28'-0"

ALLOWABLE HEIGHT 75' IBC TABLES 504.3, 504.4

USE GROUP EDUCATION (E) IBC CHAPTER 3

CONSTRUCTION TYPE III-B IBC TABLE 601

DESCRIPTION REQUIREMENTS SECTION

GENERAL BUILDING HEIGHTS AND AREAS

615-236-6532

TONY.MAJORS@LEADPUBLICSCHOOLS.ORG

OWNER CONTACT DR. TONY MAJORS

OWNER ADDRESS 1251 NEELY'S BEND ROAD, MADISON, TN 37115

OWNER NAME LEAD PUBLIC SCHOOLS

BUILDING INFORMATION

ROOF CONSTRUCTION 0HR

FLOOR CONSTRUCTION 0HR

INTERIOR NON-BEARING WALLS 0HR

INTERIOR BEARING WALLS 0HR

OCCUPANCY GROUP: E 0HR

FIRE SEPARATION DISTANCE +30', TYP.

EXTERIOR NON-BEARING WALLS

EXTERIOR BEARING WALLS 2HR (N/A)

IBC TABLES

601, 602, UL

PRIMARY STRUCTURAL FRAME 0HR

CONSTRUCTION TYPE III-B RATING UL # SECTION

RATING REQUIREMENTS FOR BUILDING ELEMENTS

PROVIDED PARKING: TBD TOTAL TBD STANDARD/ TBD ACCESSIBLE

REQUIRED ACCESSIBLE PARKING TBD

PARKING REQUIRED: TBD

PARKING REQUIREMENTS

ACTUAL ISR EXISTING - NO CHANGE

MAX. ISR 0.90

ACTUAL FAR EXISTING - NO CHANGE

MAX. FAR 0.60

SITE AREA TBD AC. ( TBC SF )

HEIGHT CONTROL PLANE SLOPE = 1.5 TO 1

MAX. HEIGHT AT SETBACK LINE 30'

MIN. SIDE SETBACK N/A

MIN. REAR SETBACK 20'

USE: [FUTURE] EDUCATION PERMITTED

SITE ZONING CS

PARCEL ID 13400023500

ADDRESS 446 METROPLEX DRIVE, NASHVILLE, TN 37211

SITE INFORMATION

INTERIOR DEMOLITION OF AN EXISTING, TWO STORY BUILDING'S NON-STRUCTURAL COMPONENTS.

DEMO SCOPE INCLUDES INTERIOR WALLS, DOORS, WINDOWS, FINISHES, CEILINGS, SOFFITS,

LIGHTING AND PLUMBING FIXTURES, AND INTERIOR DUCTWORK.

DESCRIPTION

PLUS LOCAL AMENDMENTS BL2025-1004

INTERNATIONAL EXISTING BUILDING CODE 2024

INTERNATIONAL FIRE CODE 2024

NATIONAL ELECTRICAL CODE 2023

INTERNATIONAL FUEL GAS CODE 2024

INTERNATIONAL MECHANICAL CODE 2024

INTERNATIONAL PLUMBING CODE 2024

ICC/ANSI A-A117.1 ACCESSIBLE AND USABLE

BUILDINGS AND FACILITIES

INTERNATIONAL ENERGY CONSERVATION CODE 2024

INTERNATIONAL RESIDENTIAL CODE 2024

INTERNATIONAL BUILDING CODE 2024

GENERAL BUILDING CODES

8.12.26

446 METROPLEX DR. NASHVILLE, TN 37211

LEAD BLDG A - SELECTIVE DEMOLITION

UP

DN

DEMO CODED NOTE LEGEND

REMOVE EXISTING PLUMBING FIXTURES. DEMO VENTS FROM FIXTURES

TO BE REMOVED, DEMO SANITARY SEWER AT LEVEL 1 FIXTURE

LOCATIONS AND CAP AT FLOOR, AND CAP ALL DOMESTIC WATER

LINES AT SOURCE.

INTERIOR ROOF DRAINS MAY BE PRESENT BEHIND EXISTING

CONSTRUCTION, AND IF SO THESE DRAINS SHOULD REMAIN - ENSURE

CARE WHEN REMOVING MATERIAL AROUND COLUMNS AND OTHER

LOCATIONS LIKELY TO CONTAIN ROOF DRAINS. NOTIFY ARCHITECT IF

EXISTING, INTERIOR ROOF DRAINS ARE ENCOUNTERED DURING

DEMOLITION, AND NOTE THEIR LOCATION(S).

GENERAL DEMO SCOPE -

INTERIOR STRUCTURAL COMPONENTS, EXTERIOR WALLS AND ROOF, AND

OTHER ELEMENTS ON THE BUILDING'S EXTERIOR ARE TO REMAIN. SCOPE

INCLUDES FULL INTERIOR DEMOLITION OF NON-STRUCTURAL COMPONENTS.

DASHED LINES ON PLAN REPRESENT THOSE ITEMS TO BE DEMOLISHED. UNLESS

OTHERWISE NOTED BELOW OR ON DRAWINGS, DEMO INCLUDES INTERIOR

WALLS, DOORS, WINDOWS, FINISHES, CEILINGS, SOFFITS, LIGHTING AND

PLUMBING FIXTURES, AND INTERIOR DUCTWORK.

1. REMOVE EXISTING CONSTRUCTION AS NOTED. TYPICAL WALL REMOVAL

INCLUDES FINISHES, DOORS, DOOR FRAMES, WINDOWS AND WINDOW

FRAMES, CASEWORK AND FIXTURES AS

REQUIRED.

2. DURING DEMOLITION, CONTRACTOR SHALL BRACE AND SUPPORT ALL

EXISTING STRUCTURES TO MAINTAIN BUILDING'S STRUCTURAL INTEGRITY. JOB

SITE SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

3. DO NOT CUT STRUCTURAL WORK IN ANY MANNER WHICH RESULTS IN A

REDUCTION OF LOAD CARRYING CAPACITY. NOTIFY ARCHITECT OF ALL

STRUCTURAL CUTS PRIOR TO EXECUTION.

4. DEMOLISHED MATERIAL, NOT OTHERWISE DESIGNATED BY THE DRAWINGS

OR OWNER'S REPRESENTATIVE, SHALL BE CONSIDERED PROPERTY OF THE

CONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE JOB SITE AND

DISPOSED OF IN A LAWFUL MANNER.

5. IN THE EVENT OF DEMOLITION OF ITEMS NOT SCHEDULED TO BE

DEMOLISHED, PROMPTLY REPLACE SUCH ITEMS AT NO ADDITIONAL COST TO

THE OWNER.

6. WHEN REMOVING EXISTING FLOOR MATERIALS, CLEAN EXPOSED SLABS OF

ADHESIVES, GROUT, ETC.

7. NOTIFY THE ARCHITECT OF EXISTING CONDITIONS AS THEY BECOME VISIBLE

DURING DEMOLITION: SEE DRAWING NOTES.

8. THESE DRAWINGS HAVE BEEN DEVELOPED FROM RECORD DRAWINGS AND

MAY NOT REFLECT EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL

VERIFY THESE DRAWINGS WITH FIELD CONDITIONS AND SHALL NOTIFY THE

ARCHITECT IN WRITING OF ANY INCONSISTENCIES BETWEEN THE DRAWINGS

AND ACTUAL CONDITIONS.

9. NOTIFY THE ARCHITECT IN WRITING OF ANY WORK DESCRIBED IN THE

CONTRACT DOCUMENTS WHICH CANNOT BE PERFORMED DUE TO EXISTING

FIELD CONDITIONS.

10. IF EXISTING FIREPROOFING OR FIRE ASSEMBLIES TO REMAIN ARE

DAMAGED DURING DEMOLITION, THEY SHALL BE REPAIRED TO MEET

ORIGINAL FIRE PROTECTION REQUIREMENTS.

11. DEMOLITION OF THE WORK SHALL BE EXECUTED IN CONFORMANCE WITH

APPLICABLE BUILDING CODES AND REGULATIONS.

12. MAKE PROVISIONS TO DISCOURAGE WATER BUILDUP AT EXPOSED SLABS

AND STRUCTURE TO REMAIN.

13. COORDINATE ANY NECESSARY DISRUPTION OF UTILITIES WITH THE OWNER'S

REPRESENTATIVE.

14. OBTAIN ALL PERMITS REQUIRED FOR EXECUTION OF THE WORK.

15. THESE DEMOLITION DOCUMENTS ANTICIPATE THAT NO ASBESTOS WILL BE

ENCOUNTERED. IN THE EVENT ASBESTOS IS ENCOUNTERED, NOTIFY THE

ARCHITECT IMMEDIATELY.

DEMO GENERAL NOTES

3 3

4 4

ALL COLUMNS TO

REMAIN, TYP.

ALL COLUMNS TO REMAIN, TYP.

3 3

4 4

ALL COLUMNS TO

REMAIN, TYP.

ALL COLUMNS TO REMAIN, TYP.

SHEET NO:

DATE:

DRAWN BY:

PROJECT NO:

REVISIONS:

PERMIT NO:N

O

T F

O R

C O

N S

T R

U C

TI

O

N

SHEET TITLE:

THIS DRAWING IS THE PROPERTY OF

MANUEL ZEITLIN ARCHITECTS (MZA).

ANY UNAUTHORIZED REPRODUCTION

OR USAGE WITHOUT THE PRIOR

EXPRESSED WRITTEN CONSENT OF

MZA IS PROHIBITED.

516 HAGAN STREET, SUITE 100

NASHVILLE, TN 37203

WWW.MZARCH.COM

615.256.2880

MZA

ARCHITECTURE

& INTERIORS

D101

DEMOLITION DRAWINGS

08-03-26

MZA

26055

L E

A D

B L

D G

A

2026063342

M

E T

R O

P

LE

X D

R

IV

E

DEMOLITION

PLANS

1/8" = 1'-0"

DEMO PLAN - LEVEL 1

1/8" = 1'-0"

DEMO PLAN - LEVEL 2

0 8' 20'

1/8" = 1'-0"

12'4'

8.12.26

N

AS

H

VI

LL

E, T N

S

EL

EC

TI

VE

D

EM

O

LI

TI

O

EXISTING BUILDING LOCATION

VICINITY MAP

OWNER:

LEAD PUBLIC SCHOOLS

121 NEELY'S BEND ROAD

MADISON, TN 37115

615.236.6532

CONTACT:

DR. TONY MAJORS

TONY.MAJORS@LEADPUBLICSCHOOLS.ORG

ARCHITECT:

MZA ARCHITECTURE & INTERIORS

516 HAGAN STREET, SUITE 100

NASHVILLE, TN 37203

615.256.2880

CONTACT:

MARK BIXLER

MBIXLER@MZARCH.COM

CHRIS RILEY

CRILEY@MZARCH.COM

R E

V

IS

IO

LEAD BLDG B

1221 ANTIOCH PIKE, NASHVILLE

DEMOLITION DRAWINGS08-03-26

26055

2026063343

DEMOLITION OF NON-STRUCTURAL COMPONENTS OF AN EXISTING, TWO STORY BUILDING.DEMO

INCLUDES ALL EXISTING WALLS, DOORS, WINDOWS, FINISHES, CEILINGS, SOFFITS, LIGHTING AND PLUMBING FIXTURES, AND INTERIOR DUCTWORK. STRUCTURAL COMPONENTS - COLUMNS, BEAMS, JOISTS, FLOORS, ROOF - ARE TO REMAIN.

DESCRIPTION

615-236-6532

TONY.MAJORS@LEADPUBLICSCHOOLS.ORG

OWNER CONTACT DR. TONY MAJORS

OWNER ADDRESS 1251 NEELY'S BEND ROAD, MADISON, TN 37115

OWNER NAME LEAD PUBLIC SCHOOLS

BUILDING INFORMATION

PROVIDED PARKING: TBD TOTAL TBD STANDARD/ TBD ACCESSIBLE

REQUIRED ACCESSIBLE PARKING TBD

PARKING REQUIRED: TBD

PARKING REQUIREMENTS

ACTUAL ISR EXISTING - NO CHANGE

MAX. ISR 0.90

ACTUAL FAR EXISTING - NO CHANGE

MAX. FAR 0.60

SITE AREA TBD AC. ( TBC SF )

HEIGHT CONTROL PLANE SLOPE = 1.5 TO 1

MAX. HEIGHT AT SETBACK LINE 30'

MIN. SIDE SETBACK N/A

MIN. REAR SETBACK 20'

USE: [FUTURE] EDUCATION PERMITTED

SITE ZONING CS

PARCEL ID 13400030700

ADDRESS 1221 ANTIOCH PIKE, NASHVILLE, TN 37211

SITE INFORMATION

PLUS LOCAL AMENDMENTS BL2025-1004

INTERNATIONAL EXISTING BUILDING CODE 2024

INTERNATIONAL FIRE CODE 2024

NATIONAL ELECTRICAL CODE 2023

INTERNATIONAL FUEL GAS CODE 2024

INTERNATIONAL MECHANICAL CODE 2024

INTERNATIONAL PLUMBING CODE 2024

ICC/ANSI A-A117.1 ACCESSIBLE AND USABLE

BUILDINGS AND FACILITIES

INTERNATIONAL ENERGY CONSERVATION CODE 2024

INTERNATIONAL RESIDENTIAL CODE 2024

INTERNATIONAL BUILDING CODE 2024

GENERAL BUILDING CODES

ACTUAL FLOOR AREA: PER FLOOR 17,800SF

TOTAL ALLOWABLE AREA PER FLOOR 25,375SF

ALLOWABLE AREA INCREASE FOR FRONTAGE 0.75 IBC 506.3

ALLOWABLE AREA PER FLOOR 14,500SF IBC TABLE 506.2

ACTUAL HEIGHT 28'-0"

ALLOWABLE HEIGHT 75' IBC TABLES 504.3, 504.4

USE GROUP EDUCATION (E) IBC CHAPTER 3

CONSTRUCTION TYPE III-B IBC TABLE 601

DESCRIPTION REQUIREMENTS SECTION

GENERAL BUILDING HEIGHTS AND AREAS

ROOF CONSTRUCTION 0HR

FLOOR CONSTRUCTION 0HR

INTERIOR NON-BEARING WALLS 0HR

INTERIOR BEARING WALLS 0HR

OCCUPANCY GROUP: E 0HR

FIRE SEPARATION DISTANCE +30', TYP.

EXTERIOR NON-BEARING WALLS

EXTERIOR BEARING WALLS 2HR (N/A)

IBC TABLES

601, 602, UL

PRIMARY STRUCTURAL FRAME 0HR

CONSTRUCTION TYPE III-B RATING UL # SECTION

RATING REQUIREMENTS FOR BUILDING ELEMENTS

8.12.26

LEAD BLDG B - SELECTIVE DEMOLITION

1221 ANTIOCH PIKE NASHVILLE, TN 37211

2 2 2 2 2 2 2 2 2

2 2 2 2 2 2 2 2 2

3 3

4 4 4

D102

D102

D102

D102

ALL COLUMNS TO REMAIN, TYP.

ALL COLUMNS TO REMAIN, TYP.

DEMO CODED NOTE LEGEND

1 ANALYZE EXISTING ELEVATOR, SHAFT, AND MACHINE ROOM AND

VERIFY WHETHER THESE ITEMS MAY BE SALVAGED AND REUSED. NOTIFY

ARCHITECT AND OWNER'S REPRESENTATIVE OF FINDINGS BEFORE

REMOVING ELEVATOR, MACHINE ROOM, SHAFT, OR RELATED

COMPONENTS.

REMOVE EXISTING CMU AND CONCRETE WRAP TO EXPOSE EXISTING

STEEL COLUMNS, TYP. DISCONTINUE COLUMN DEMO AND NOTIFY

ARCHITECT AND OWNER'S REP IMMEDIATELY IF 1) STEEL COLUMNS ARE

NOT PRESENT BELOW WRAP 2) IF THERE ARE STRUCTURAL CONCERNS

WITH THE EXPOSED COLUMN.

REMOVE EXISTING PLUMBING FIXTURES. DEMO VENTS FROM FIXTURES

TO BE REMOVED, DEMO SANITARY SEWER AT LEVEL 1 FIXTURE

LOCATIONS AND CAP AT FLOOR, AND CAP ALL DOMESTIC WATER

LINES AT SOURCE.

INTERIOR ROOF DRAINS MAY BE PRESENT BEHIND EXISTING

CONSTRUCTION, AND IF SO THESE DRAINS SHOULD REMAIN - ENSURE

CARE WHEN REMOVING MATERIAL AROUND COLUMNS AND OTHER

LOCATIONS LIKELY TO CONTAIN ROOF DRAINS. NOTIFY ARCHITECT IF

EXISTING, INTERIOR ROOF DRAINS ARE ENCOUNTERED DURING

DEMOLITION, AND NOTE THEIR LOCATION(S).

REMOVE EXISTING RAILING.

REMOVE EXISTING RAMP AND ASSOCIATED STRUCTURE AND RAILINGS.

REMOVE EXISTING STAIRS, RAILINGS, WALLS, AND FOOTINGS. REMOVE

ROOFING OVER STAIR TO MATCH PRIMARY ROOF EAVES.

REMOVE EXISTING SOFFITS, WALLS, AND NON-STRUCTURAL FRAMING.

REMOVE EXISTING, NON-STRUCTURAL WALLS, DOORS, AND GLAZING.

GENERAL DEMO SCOPE -

STRUCTURAL COMPONENTS - COLUMNS, BEAMS, JOISTS, FLOORS, ROOF - ARE

TO REMAIN. ALL ITEMS ABOVE ROOF AND INCLUDING EXISTING ROOF

INSULATION AND FINISHES ARE TO REMAIN UNLESS NOTED OTHERWISE.

DASHED LINES ON PLAN REPRESENT THOSE ITEMS TO BE DEMOLISHED. UNLESS

OTHERWISE NOTED BELOW OR ON DRAWINGS, DEMO INCLUDES ALL EXISTING

WALLS, DOORS, WINDOWS, FINISHES, CEILINGS, SOFFITS, LIGHTING AND

PLUMBING FIXTURES, AND INTERIOR DUCTWORK.

1. REMOVE EXISTING CONSTRUCTION AS NOTED. TYPICAL WALL REMOVAL

INCLUDES FINISHES, DOORS, DOOR FRAMES, WINDOWS AND WINDOW

FRAMES, CASEWORK AND FIXTURES AS

REQUIRED.

2. DURING DEMOLITION, CONTRACTOR SHALL BRACE AND SUPPORT ALL

EXISTING STRUCTURES TO MAINTAIN BUILDING'S STRUCTURAL INTEGRITY. JOB

SITE SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

3. DO NOT CUT STRUCTURAL WORK IN ANY MANNER WHICH RESULTS IN A

REDUCTION OF LOAD CARRYING CAPACITY. NOTIFY ARCHITECT OF ALL

STRUCTURAL CUTS PRIOR TO EXECUTION.

4. DEMOLISHED MATERIAL, NOT OTHERWISE DESIGNATED BY THE DRAWINGS

OR OWNER'S REPRESENTATIVE, SHALL BE CONSIDERED PROPERTY OF THE

CONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE JOB SITE AND

DISPOSED OF IN A LAWFUL MANNER.

5. IN THE EVENT OF DEMOLITION OF ITEMS NOT SCHEDULED TO BE

DEMOLISHED, PROMPTLY REPLACE SUCH ITEMS AT NO ADDITIONAL COST TO

THE OWNER.

6. WHEN REMOVING EXISTING FLOOR MATERIALS, CLEAN EXPOSED SLABS OF

ADHESIVES, GROUT, ETC.

7. NOTIFY THE ARCHITECT OF EXISTING CONDITIONS AS THEY BECOME VISIBLE

DURING DEMOLITION: SEE DRAWING NOTES.

8. THESE DRAWINGS HAVE BEEN DEVELOPED FROM RECORD DRAWINGS AND

MAY NOT REFLECT EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL

VERIFY THESE DRAWINGS WITH FIELD CONDITIONS AND SHALL NOTIFY THE

ARCHITECT IN WRITING OF ANY INCONSISTENCIES BETWEEN THE DRAWINGS

AND ACTUAL CONDITIONS.

9. NOTIFY THE ARCHITECT IN WRITING OF ANY WORK DESCRIBED IN THE

CONTRACT DOCUMENTS WHICH CANNOT BE PERFORMED DUE TO EXISTING

FIELD CONDITIONS.

10. IF EXISTING FIREPROOFING OR FIRE ASSEMBLIES TO REMAIN ARE

DAMAGED DURING DEMOLITION, THEY SHALL BE REPAIRED TO MEET

ORIGINAL FIRE PROTECTION REQUIREMENTS.

11. DEMOLITION OF THE WORK SHALL BE EXECUTED IN CONFORMANCE WITH

APPLICABLE BUILDING CODES AND REGULATIONS.

12. MAKE PROVISIONS TO DISCOURAGE WATER BUILDUP AT EXPOSED SLABS

AND STRUCTURE TO REMAIN.

13. COORDINATE ANY NECESSARY DISRUPTION OF UTILITIES WITH THE OWNER'S

REPRESENTATIVE.

14. OBTAIN ALL PERMITS REQUIRED FOR EXECUTION OF THE WORK.

15. THESE DEMOLITION DOCUMENTS ANTICIPATE THAT NO ASBESTOS WILL BE

ENCOUNTERED. IN THE EVENT ASBESTOS IS ENCOUNTERED, NOTIFY THE

ARCHITECT IMMEDIATELY.

DEMO GENERAL NOTES

D102

D102

D102

D102

2 2 2 2 2 2 2 2 2

2 2 2 2 2 2 2 2 2

3 3

4 4 4

5ALL COLUMNS TO REMAIN, TYP.

EXISTING BREEZEWAY

CONCRETE, DECK,

AND STRUCTURE TO

REMAIN

EXISTING BREEZEWAY

CONCRETE, DECK,

AND STRUCTURE TO

REMAIN

EXISTING BREEZEWAY

CONCRETE, DECK,

AND STRUCTURE TO

REMAIN

EXISTING BREEZEWAY

CONCRETE, DECK,

AND STRUCTURE TO

REMAIN

ALL COLUMNS TO REMAIN, TYP.

SHEET NO:

DATE:

DRAWN BY:

PROJECT NO:

REVISIONS:

PERMIT NO:N

O

T F

O R

C O

N S

T R

U C

TI

O

N

SHEET TITLE:

THIS DRAWING IS THE PROPERTY OF

MANUEL ZEITLIN ARCHITECTS (MZA).

ANY UNAUTHORIZED REPRODUCTION

OR USAGE WITHOUT THE PRIOR

EXPRESSED WRITTEN CONSENT OF

MZA IS PROHIBITED.

516 HAGAN STREET, SUITE 100

NASHVILLE, TN 37203

WWW.MZARCH.COM

615.256.2880

MZA

ARCHITECTURE

& INTERIORS

D101

DEMOLITION DRAWINGS

08-03-26

MZA

26055

L E

A D

B L

D G

B

2026063343

A

N T

IO

C

H P

IK

E

, N A

S H

V

IL

LE

DEMOLITION

PLANS

1/8" = 1'-0"

DEMO PLAN - LEVEL 1

1/8" = 1'-0"

DEMO PLAN - LEVEL 2

0 8' 20'

1/8" = 1'-0"

12'4'

8.12.26

S

EL

EC

TI

VE

D

EM

O

LI

TI

O N

TN

DEMO CODED NOTE LEGEND

1 ANALYZE EXISTING ELEVATOR, SHAFT, AND MACHINE ROOM AND

VERIFY WHETHER THESE ITEMS MAY BE SALVAGED AND REUSED. NOTIFY

ARCHITECT AND OWNER'S REPRESENTATIVE OF FINDINGS BEFORE

REMOVING ELEVATOR, MACHINE ROOM, SHAFT, OR RELATED

COMPONENTS.

REMOVE EXISTING CMU AND CONCRETE WRAP TO EXPOSE EXISTING

STEEL COLUMNS, TYP. DISCONTINUE COLUMN DEMO AND NOTIFY

ARCHITECT AND OWNER'S REP IMMEDIATELY IF 1) STEEL COLUMNS ARE

NOT PRESENT BELOW WRAP 2) IF THERE ARE STRUCTURAL CONCERNS

WITH THE EXPOSED COLUMN.

REMOVE EXISTING PLUMBING FIXTURES. DEMO VENTS FROM FIXTURES

TO BE REMOVED, DEMO SANITARY SEWER AT LEVEL 1 FIXTURE

LOCATIONS AND CAP AT FLOOR, AND CAP ALL DOMESTIC WATER

LINES AT SOURCE.

INTERIOR ROOF DRAINS MAY BE PRESENT BEHIND EXISTING

CONSTRUCTION, AND IF SO THESE DRAINS SHOULD REMAIN - ENSURE

CARE WHEN REMOVING MATERIAL AROUND COLUMNS AND OTHER

LOCATIONS LIKELY TO CONTAIN ROOF DRAINS. NOTIFY ARCHITECT IF

EXISTING, INTERIOR ROOF DRAINS ARE ENCOUNTERED DURING

DEMOLITION, AND NOTE THEIR LOCATION(S).

REMOVE EXISTING RAILING.

REMOVE EXISTING RAMP AND ASSOCIATED STRUCTURE AND RAILINGS.

REMOVE EXISTING STAIRS, RAILINGS, WALLS, AND FOOTINGS. REMOVE

ROOFING OVER STAIR TO MATCH PRIMARY ROOF EAVES.

REMOVE EXISTING SOFFITS, WALLS, AND NON-STRUCTURAL FRAMING.

REMOVE EXISTING, NON-STRUCTURAL WALLS, DOORS, AND GLAZING.

GENERAL DEMO SCOPE -

STRUCTURAL COMPONENTS - COLUMNS, BEAMS, JOISTS, FLOORS, ROOF - ARE

TO REMAIN. ALL ITEMS ABOVE ROOF AND INCLUDING EXISTING ROOF

INSULATION AND FINISHES ARE TO REMAIN UNLESS NOTED OTHERWISE.

DASHED LINES ON PLAN REPRESENT THOSE ITEMS TO BE DEMOLISHED. UNLESS

OTHERWISE NOTED BELOW OR ON DRAWINGS, DEMO INCLUDES ALL EXISTING

WALLS, DOORS, WINDOWS, FINISHES, CEILINGS, SOFFITS, LIGHTING AND

PLUMBING FIXTURES, AND INTERIOR DUCTWORK.

1. REMOVE EXISTING CONSTRUCTION AS NOTED. TYPICAL WALL REMOVAL

INCLUDES FINISHES, DOORS, DOOR FRAMES, WINDOWS AND WINDOW

FRAMES, CASEWORK AND FIXTURES AS

REQUIRED.

2. DURING DEMOLITION, CONTRACTOR SHALL BRACE AND SUPPORT ALL

EXISTING STRUCTURES TO MAINTAIN BUILDING'S STRUCTURAL INTEGRITY. JOB

SITE SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

3. DO NOT CUT STRUCTURAL WORK IN ANY MANNER WHICH RESULTS IN A

REDUCTION OF LOAD CARRYING CAPACITY. NOTIFY ARCHITECT OF ALL

STRUCTURAL CUTS PRIOR TO EXECUTION.

4. DEMOLISHED MATERIAL, NOT OTHERWISE DESIGNATED BY THE DRAWINGS

OR OWNER'S REPRESENTATIVE, SHALL BE CONSIDERED PROPERTY OF THE

CONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE JOB SITE AND

DISPOSED OF IN A LAWFUL MANNER.

5. IN THE EVENT OF DEMOLITION OF ITEMS NOT SCHEDULED TO BE

DEMOLISHED, PROMPTLY REPLACE SUCH ITEMS AT NO ADDITIONAL COST TO

THE OWNER.

6. WHEN REMOVING EXISTING FLOOR MATERIALS, CLEAN EXPOSED SLABS OF

ADHESIVES, GROUT, ETC.

7. NOTIFY THE ARCHITECT OF EXISTING CONDITIONS AS THEY BECOME VISIBLE

DURING DEMOLITION: SEE DRAWING NOTES.

8. THESE DRAWINGS HAVE BEEN DEVELOPED FROM RECORD DRAWINGS AND

MAY NOT REFLECT EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL

VERIFY THESE DRAWINGS WITH FIELD CONDITIONS AND SHALL NOTIFY THE

ARCHITECT IN WRITING OF ANY INCONSISTENCIES BETWEEN THE DRAWINGS

AND ACTUAL CONDITIONS.

9. NOTIFY THE ARCHITECT IN WRITING OF ANY WORK DESCRIBED IN THE

CONTRACT DOCUMENTS WHICH CANNOT BE PERFORMED DUE TO EXISTING

FIELD CONDITIONS.

10. IF EXISTING FIREPROOFING OR FIRE ASSEMBLIES TO REMAIN ARE

DAMAGED DURING DEMOLITION, THEY SHALL BE REPAIRED TO MEET

ORIGINAL FIRE PROTECTION REQUIREMENTS.

11. DEMOLITION OF THE WORK SHALL BE EXECUTED IN CONFORMANCE WITH

APPLICABLE BUILDING CODES AND REGULATIONS.

12. MAKE PROVISIONS TO DISCOURAGE WATER BUILDUP AT EXPOSED SLABS

AND STRUCTURE TO REMAIN.

13. COORDINATE ANY NECESSARY DISRUPTION OF UTILITIES WITH THE OWNER'S

REPRESENTATIVE.

14. OBTAIN ALL PERMITS REQUIRED FOR EXECUTION OF THE WORK.

15. THESE DEMOLITION DOCUMENTS ANTICIPATE THAT NO ASBESTOS WILL BE

ENCOUNTERED. IN THE EVENT ASBESTOS IS ENCOUNTERED, NOTIFY THE

ARCHITECT IMMEDIATELY.

DEMO GENERAL NOTES

LEVEL 1

515'-9 1/2"

LEVEL 2

527'-9 1/2"

BABBBCBDBE BB.1BC.1

EXISTING ROOF AND

FASCIA TO REMAIN.

EXISTING ROOF AND

FASCIA TO REMAIN.

LEVEL 1

515'-9 1/2"

LEVEL 2

527'-9 1/2"

B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11

7 EXISTING ROOF

AND FASCIA TO

REMAIN.

LEVEL 1

515'-9 1/2"

LEVEL 2

527'-9 1/2"

BA BB BC BD BEBB.1 BC.1

EXISTING ROOF AND

FASCIA TO REMAIN.

EXISTING ROOF AND

FASCIA TO REMAIN.

LEVEL 1

515'-9 1/2"

LEVEL 2

527'-9 1/2"

B1B2B3B4B5B6B7B8B9B10B11

7 EXISTING ROOF

AND FASCIA TO

REMAIN.

SHEET NO:

DATE:

DRAWN BY:

PROJECT NO:

REVISIONS:

PERMIT NO:N

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SHEET TITLE:

THIS DRAWING IS THE PROPERTY OF

MANUEL ZEITLIN ARCHITECTS (MZA).

ANY UNAUTHORIZED REPRODUCTION

OR USAGE WITHOUT THE PRIOR

EXPRESSED WRITTEN CONSENT OF

MZA IS PROHIBITED.

516 HAGAN STREET, SUITE 100

NASHVILLE, TN 37203

WWW.MZARCH.COM

615.256.2880

MZA

ARCHITECTURE

& INTERIORS

D102

DEMOLITION DRAWINGS

08-03-26

MZA

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DEMOLITION

ELEVATIONS

1/8" = 1'-0"

DEMO ELEVATION - NORTH

0 8' 20'

1/8" = 1'-0"

12'4'

1/8" = 1'-0"

DEMO ELEVATION - EAST

1/8" = 1'-0"

DEMO ELEVATION - SOUTH

1/8" = 1'-0"

DEMO ELEVATION - WEST

8.12.26

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TN

SLAB

OWNER

WILL BE

OWNER &