S02-P01-Seed Project - Narrative - Building 1 Entrance Enclosure.pdf

LEBANON VAMC

BUILDING 1 ENTRANCE ENCLOSURE

LEBANON, PENNSYLVANIA

DESIGN NARRATIVE

Bid Document SUBMISSION

January 24, 2023

VA Project 595-20-401

AEW #VLEB-009

Prepared by

VA # 595-20-401

AEW | VLEB-009

AE Works Ltd.

Jan. 24, 2023

Lebanon VAMC Building 1 Entrance Enclosure | Narrative

Bid Document

TABLE OF CONTENTS

EXECUTIVE SUMMARY

VA DESIGN GUIDELINES

PHYSICAL SECURITY DESIGN REQUIREMENTS

CONCEPT DEVELOPMENT

DESIGN OPTIONS

ARCHITECTURAL BASIS OF DESIGN

SI T E DE VE LO PM EN T BA SI S O F DESI G N

STRUCTURAL BASIS OF DESIGN

MECHANICAL BASIS OF DESIGN

ELECTRICAL BASIS OF DESIGN

PLUM BI NG BA SI S O F DESI G N

FI RE SU PP RE SSI O N BA SI S O F DESI G N

FI RE ALA RM BA SI S O F DE SI G N

APPENDICES

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EXECUTIVE SUMMARY

The scope of this project has been updated to only account for egress out of Stair 2 (North stair tower) in Building 1. The Stair 2 discharge can be extended with an exit passageway through an existing Staff Room and exterior mechanical courtyard. The design team has detailed the pathway for the new exit in a concept drawing that includes new sidewalks leading to a public way.

An initial building walk-through with the VA was done to observe and discuss existing egress issues and possible solutions. The VA directive on site was to provide options to extend exit passageways for all stairways to an exterior public way. This would provide maximum flexibility for the facility during any future renovation project where an egress pathway may be temporarily unavailable. Since this initial walk thru, it has been determined that only the Stair 2 egress will be resolved.

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VA DESIGN GUIDELINES

MANUALS

The reference manuals and guidelines listed below shall be considered minimum requirements. Nothing shall prevent the architect and engineer from exceeding the applicable requirements. In all cases the most recent editions of referenced standards and guidelines shall apply.

▪ VA Site Development Design Manual

▪ VA Architectural Design Manual

▪ Physical Security Design Manual

▪ PG-18-1 Master Construction Specifications

▪ PG-18-3 Design and Construction Procedures

▪ PG-18-4 Standard Details and CAD Standards

▪ PG-18-5 Equipment Guide List

▪ PG-18-9 Space Planning Criteria and VA-Space & Equipment Planning System

(VA-SEPS)

▪ PG-18-10 Design Manuals

▪ PG-18-12 Design Guides

▪ PG-18-13 Barrier Free Design Guide

▪ PG-18-14 Room Finishes, Door & Hardware Schedule

▪ PG-18-15 Minimum Requirements for A/E Submissions

PHYSICAL SECURITY DESIGN REQUIREMENTS

PHYSICAL SECURITY

All new building elements and passageway additions are proposed within the building footprint and the interior courtyard. No blast-resistance design will be included.

All new exterior doors added to the building will always have free exit access. Controlled access can be provided from the exterior side of the new South Entryway door. Door operations and hardware will be developed in future submissions.

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CONCEPT DEVELOPMENT

SCOPE OF WORK DESIGN GOALS

The main design goals for the project include the following:

▪ Provide an egress pathway improvement from Building 1, Stair Tower 2.

EXISTING FACILITY ASSESSMENT

BUILDING 1

▪ Stair 2 has 2 exits, South Corridor G027 and the radiology corridorat Staff Room

6A. There is an option to extend an exit passageway to an exterior discharge through the Staff Room and mechanical courtyard.

o It is impractical to construct a fire-rated passageway in Corridor G027 as this is a patient circulation pathway to Building 17 and is the main entrance to the Radiology suite.

o Code compliance upgrades will focus on a new exit passageway through the Staff Room and mechanical courtyard.

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DESIGN OPTIONS

STAIR 2

Stair 2 will require construction of a new exit passageway to an exterior exit discharge.

The most practical option would involve a new pathway through the Staff Room and the mechanical courtyard.

The existing electrical closets may not be enclosed by the new passageway. Therefore, the pathway may not extend to the left of the stair door and must cross the existing corridor in a straight line.

The passageway must allow access from both sides to maintain egress from the

Radiology department. The doors are located within recesses to prevent the door swing from obstructing the egress pathway from the stairs. This configuration also has the smallest impact to the sitting area to the right of the stairs.

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STAIR 2 EXIT PASSAGEWAY PLAN

A new exterior door would be installed at an existing window opening. The window opening must be enlarged to match the door size of Stair 2.

The remaining portion of the staff break room will remain a break room with an access door located outside the exit passageway.

The exterior portion of the passageway will require a security grille defining the egress pathway and separating the mechanical equipment from occupants. An opening is being provided in the existing CMU enclosure and a connecting sidewalk installed to complete the pathway.

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STAIR 2 EXTERIOR EXIT PASSAGEWAY PLAN

The location of the new exterior door will avoid existing downspouts along the exterior wall.

The exterior pathway beyond the mechanical enclosure will require modified grading and new site lighting. A portion of the existing retaining wall and stairs will be removed.

The existing courtyard gate and the passageway between the enclosure and Building 1 is too narrow to meet egress requirements and is not considered to be used as part of the egress.

Any new mechanical equipment installed in the courtyard must be positioned to maintain the proposed egress pathway.

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MECHANICAL COURTYARD – EXTERIOR WALL

MECHANICAL COURTYARD – ENCLOSURE

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MECHANICAL COURTYARD – EXTERIOR WALL

MECHANICAL COURTYARD – SIDEWALK

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ARCHITECTURAL BASIS OF DESIGN

APPLICABLE CODES, GUIDELINES & STANDARDS

In performing the technical analysis required in the analysis of the building exit requirements, the following documents, standards, regulations, codes, and design criteria were incorporated:

▪ VA Architectural Design Manual

▪ VA Physical Security Design Manual for Mission Critical Facilities

▪ VA Guidelines, as noted on page 4.

▪ VA Specifications

▪ NFPA 101, Life Safety Code (LSC) – 2021 Edition

▪ International Building Code, 2021 Edition

▪ NFPA 220 – Standard on Types of Building Construction, 2021 Edition

▪ ABAAS – Architectural Barriers Act Accessibility Standards

EXISTING CONDITIONS

The design team performed multiple site walk-throughs with Mark Sternagle throughout September and October to investigate existing conditions around Building

1, Stair 2.

DEMOLITION

STAIR 2

Construction of a new exit passageway will require demolition of portions of the existing

Staff Room 6A. This includes removal of a portion of the corridor wall and room entrance.

A new exterior exit will require removal of an existing window and portion of the exterior wall. Thr exterior opening will have to be increased to match the size of the existing Stair 2 door.

The Stair 2 door will have to be removed and replaced so that it will swing in the direction of travel.

Exterior demolition work will include a new opening in the existing CMU mechanical enclosure and removal and / or repairs to the existing exterior retaining wall and stairs.

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DESIGN

STAIR 2

The new interior exit passageway walls are required to be fire barriers. They will be constructed out of 6” CMU. A horizontal fire-rated barrier will be built between the existing ceiling plane and the passageway and will have a finished gypsum board surface. All rated assemblies must be tested in accordance with ANSI/UL 263 or

ASTM E119 as noted is specifications.

All new interior doors and frames will be hollow metal and are required to have a 90-minute fire resistance rating if located in new rated passageway. Vision panels are permitted in 90-minute doors at the maximum size tested. All doors will have panic hardware in the direction of egress travel.

The new exterior door will have panic hardware in the direction of egress travel.

A new security grille barrier to define the egress pathway is required within the mechanical courtyard.

FINISH MATERIALS

Interior finish materials will be selected as a basis of design to complement the existing medical center for cohesive design aesthetics and standard material maintenance by staff.

Where possible, finishes will match adjacent spaces that have been newly renovated to keep a consistent aesthetic to blend existing with new. Where necessary, some flooring materials will be suggested to be completely new in corridors where older VCT flooring cannot be matched. Materials selected are intended to be durable, sustainable and follow existing maintenance protocols.

Colors and patterns will be presented as part of the complete interior aesthetic package in follow up submissions. This palette of materials will be selected to promote a healing interior environment. Material selections will follow the requirements listed in the VA

Program Guide PG-18-14, Room Finishes, Door, and Hardware Schedule.

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SITE DEVELOPMENT BASIS OF DESIGN

The site development shall comply with the latest local, national, international codes and standards:

▪ PG-18-1 through PG-18-17 VA Guidelines and Specifications

▪ International Existing Building Code (IBC) – 2021 Edition

SCOPE OF WORK

STAIR 2:

Stair 2 is located along the north wall at the west end of Building 1. A new exit path to the south of Building 1 at the mechanical equipment enclosure is to be designed. Site drawings are to be prepared of the existing grading and utilities at the existing mechanical pad and southward to the existing sidewalk and steps. The free-standing masonry wall enclosure and the existing mechanical equipment will be located on the plans.

DEMOLITION

STAIR 2:

A portion of existing masonry wall enclosure at the mechanical pad will be removed.

Existing foundation for light pole may be reused if possible, near existing sidewalk and steps.

EXISTING CONDITIONS

SURVEY

The existing utilities need to be determined for the proposed work at Stair 2.

DESIGN

The main site goals for the project are to:

▪ Provide positive drainage away from buildings and improvements.

▪ Provide tree protection if applicable.

▪ Identify erosion and sediment measures to prevent siltation ofexisting stormwater facilities and tracking of soil onto parking areas and roadways.

▪ Provide route to exit from Stair 2 of Building 1 to outside and through wall enclosure at the mechanical pad.

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▪ Provide construction fencing locations to protect pedestrians during construction.

SITE GRADING

The site development shall consist of determining the location of all underground utilities in the existing courtyard and mechanical enclosure at Stair 2.

UTILITIES

SANITARY SEWER

The existing sanitary sewer should not interfere with the proposed construction. The location of all sanitary sewer components requires verification.

STORM SEWER

The existing storm sewer should not interfere with the proposed construction. The location of all storm sewer components requires verification.

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STRUCTURAL BASIS OF DESIGN

The design of the structural system shall comply with the latest local, national, and international codes and standards.

▪ International Existing Building Code (IBC) - 2021 Edition

▪ VA Physical Security Design Manual for Mission Critical Facilities

▪ VA Structural Design Manual for Hospital Project – February 2014

▪ PG-18-1 thru PG-18-17 VA Guidelines and Specifications

▪ American Concrete Institute (ACI) 318: Building Code Requirements for Structural

Concrete

▪ American Institute of Steel Construction (AISC): Specification for Structural Steel

Building

▪ American Society of Civil Engineers (ASCE): Minimum Design Loads and

Associated criteria for Buildings and Other Structures

▪ American Iron and steel Institute (AISI): North American Specifications for the

Design of Cold-formed Steel Structural Members

EXISTING CONDITIONS

STAIR 2:

Stair 2 is located along the north wall at the west end of Building 1. The existing structure is comprised of concrete floor beams and slab and brick walls. A new exit door is will be located at the first floor. An existing window opening in the south wall will be replaced with the new exit door. Mechanical equipment is located at grade in an area south of the exterior building wall. A free-standing masonry wall encloses the existing mechanical equipment space.

DESIGN CRITERIA

SYSTEM DESCRIPTION

SUPERSTRUCTURE

STAIR 2:

The existing structure at stair 2 is to remain and modifications are not anticipated. New partition walls will consist of 6” CMu. The existing window and brick below the window

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will be removed as required to install the new door. A new lintel above the door opening will be required.

The existing masonry wall enclosure will be analyzed for the new opening. New sidewalk will be comprised of concrete slab-on-grade over a compacted aggregate stone.

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MECHANICAL BASIS OF DESIGN

In performing the analysis of existing mechanical system elements, the following documents, standards, regulations, codes, and design criteria will be incorporated:

▪ VA HVAC Design Manual – March 2022

▪ International Mechanical Code (IMC) - 2021

▪ International Energy Conservation Code (IECC) - 2021

▪ International Existing Building Code (IEBC) – 2021

▪ NFPA 90A – Standard for Installation of Air-Conditioning and Ventilating Systems -

▪ Sheet Metal and Air Conditioning Contractors’ National Association (SMACNA) -

▪ American Society of Heating, Refrigeration, and Air-Conditioning Engineers

(ASHRAE) Standard 62 and 90.1 – 2019

▪ PG-18-1 through PG-18-17 VA Guidelines and Specifications

SYSTEM DESCRIPTION | EXISTING CONDITIONS

EXISTING DRAWINGS

Existing record drawings have been provided for the South Entryway project. The design team requested additional documentation for the area of work at Stair 2, the Staff Room, and the mechanical courtyard. As built mechanical and plumbing drawings were submitted to AE Works prior to this submission.

SURVEY

A site survey was conducted following receipt of existing drawings and selection of a concept that verified the condition of the existing HVAC system(s) in the scope of work areas. There are three existing hot water heaters and one 2-pipe fan coil unit serving the staff room area where the new exit pathway is being proposed. An additional survey was conducted to confirm the as built documentation provided by the VA. Drawings and specifications have been altered since 65% submission.

SYSTEM DESCRIPTION | PROPOSED CONDITIONS

The existing HVAC system(s) will be modified as required to support the new architectural layouts in the scope of work areas. The (3) existing 2-pipe fan coil units are being removed and two out of the three 2-pipe fan coil units will be relocated and installed to serve the cooling load. The heating load can be served by the existing ceiling mounted unit heater in the existing staff room space. This existing unit heater will need to be

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Bid Document relocated along with new piping, however the existing valve assembly may remain. A new set of valves can be implemented if the VA desires. Existing thermostats will be utilized to locally control the fan coil units and unit heater.

A new electric fired radiant ceiling panel will be installed in the corridor area. This radiant panel is required to serve the demand during the heating season. The corridor is an extension of the exit stairway, so according to NFPA 101 forced ventilation air is not acceptable or required. Heating however for that area is required.

CALCULATION METHODOLOGY

The outdoor design conditions (for cooling/heating load calculations) will be based on the closest weather station in the Carrier Hourly Analysis Program (HAP) to the VA’s HVAC

Design Manual conditions for Lebanon, PA which are as follows:

VA Weather Station Data (Harrisburg, PA)

Summer (0.4% db/wb): 92.5/73.8 °F

Winter (99.6% db): 10.7 °F

HAP Weather Station Data (Harrisburg, PA)

Summer (db/wb): 92/74 °F

Winter (db): 9°F

The indoor design conditions are as follows:

Corridors

Winter: 70°F DB

Summer: 75 °F DB

Lounge

Winter: 70°F DB

Summer: 75 °F DB

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ELECTRICAL BASIS OF DESIGN

The electrical engineering design will comply with the latest local, national, and international codes and standards. The following list contains the most relevant and applicable codes and standards to be employed:

▪ VA Electrical Design Manual – December 2019

▪ VA Lighting Design Manual – December 2022

▪ PG-18-1 through PG-18-17 VA Guidelines and Specifications

▪ NFPA 70 – National Electrical Code 2023

▪ NFPA 99-Healthcare Facilities Code 2021

▪ NFPA 101 – Life Safety Code – 2021

▪ IEBC – International Existing Building Code - 2021

▪ IECC – International Energy Conservation Code - 2021

▪ IES Handbook – Illuminating Engineering Society Handbook - 10th Edition

SCOPE OF WORK

The new construction will be connected to existing power distribution in the building. No new panelboards or lighting control panels are planned.

EXISTING DRAWINGS

Existing record drawings have been provided for the South Entryway project. The design team requests additional documentation for the area of work at Stair 2, the Staff Room, and the mechanical courtyard.

LIGHTING AND LIGHTING CONTROLS

The new corridors will be designed with recessed LED light fixtures. An alternating pattern of normal only power and life safety power will feed the new light fixtures. New EXIT signs will be designed along the corridor. Additional exterior lighting and EXIT signs will be added along the exterior pathways. These lights will be connected to the life safety power.

Lighting controls will be connected to existing lighting control panels in the building.

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Nov 11, 2022

POWER DISTRIBUTION

New receptacles will be added per the current VA Guidelines. Power connections will be shown for relocated mechanical equipment.

ENERGY BUDGET AND CONNECTED LOAD REQUIREMENTS

The addition will slightly increase the power consumption in the building. No new panelboards are planned.

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PLUMBING BASIS OF DESIGN

In performing the analysis of existing plumbing system elements, the following documents, standards, regulations, codes, and design criteria will be incorporated:

▪ International Plumbing Code (IPC) - 2021

▪ International Existing Building Code (IEBC) – 2021

▪ ASHRAE 90.1-202 Energy Standards for Buildings Except Low-rise Residential

Buildings - 2022

▪ VA Plumbing Design Manual – May 2021

▪ PG-18-1 through PG-18-17 VA Guidelines and Specifications

SYSTEM DESCRIPTION | EXISTING CONDITIONS

EXISTING DRAWINGS

Existing record drawings have been provided for the South Entryway project. The design team requests additional documentation for the area of work at Stair 2, the Staff Room, and the mechanical courtyard.

SURVEY

A site survey was conducted following receipt of existing drawings and selection of a concept to verify and evaluate the condition of the existing plumbing systems in the scope of work areas.

SYSTEM DESCRIPTION | PROPOSED CONDITIONS

The existing plumbing systems are modified as required to support the new architectural layouts in the scope of work areas. No interior plumbing work needs to occur for construction. Storm water management was coordinated with architecture for exterior drainage in the courtyard.

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FIRE SUPPRESSION BASIS OF DESIGN

In general, the Department of Veterans Affairs (VA) relies on NFPA codes and standards for fire suppression requirements. The following codes and standards are applicable to this project:

▪ VA Fire Protection Design Manual (VAFPDM) – 2021 Edition

▪ NFPA 101, Life Safety Code (LSC) – 2021 Edition

▪ NFPA 13, Standard for the Installation of Sprinkler Systems – 2022 Edition

▪ International Building Code (IBC) - 2021 Edition

▪ NFPA 70, National Electrical Code – 2020 Edition

▪ NFPA 72, National Fire Alarm and Signaling Code - 2022 Edition

▪ Other relevant NFPA documents and manufacturer requirements, as applicable.

FIRE SUPPRESSION SCOPE OF WORK

This project will modify the existing sprinkler systems in the impacted building to accommodate the planned renovation. Sprinkler protection will be provided throughout the renovated areas. The sprinkler modifications included in the project area will be designed per the 2022 edition of NFPA 13 and the 2021 edition of the VAFPDM.

SYSTEM DESCRIPTION | EXISTING CONDITIONS

The areas of work are currently supplied by wet pipe sprinkler systems. The sprinkler systems are served by a fire pump located in the basement of Building 1. Portions of the sprinkler system in the area of work are supplied using plastic sprinkler piping. All plastic sprinkler piping in the area of work will be replaced with metal piping conforming to VAFPDM specifications.

DEMOLITION

Sprinklers and piping in the areas of work will be added and/or relocated as necessary to accommodate the planned renovations. Portions of the existing sprinkler systems within the areas of work will be demolished, as necessary. In accordance with NFPA 13 requirements, removed sprinklers shall not be reused.

The existing zone control assemblies and main piping in the areas of work are existing to remain and will be reused to the extent possible.

Sprinkler protection shall remain in service in all areas outside of the area of work for the duration of construction.

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Bid Document

SYSTEM DESCRIPTION | PROPOSED CONDITIONS

The areas of work are primarily Light Hazard occupancies. The new sprinkler system modifications will be supplied from existing zone control assemblies. New sprinkler piping will be concealed in all areas with finished ceilings and exposed in areas without finished ceilings.

New sprinkler piping shall be metal and shall be sized based on the existing pipe schedule.

Sprinkler types will be as follows, and will match existing to the extent possible:

▪ Recessed, white, ordinary temperature, quick response, pendent-type sprinklers in the areas of work with finished ceilings.

▪ Brass ordinary temperature, quick response, upright or pendant-type sprinklers in the areas of work without finished ceilings.

Schedule 40 pipe shall be used for pipe sizes 2-inches and smaller and a minimum of

Schedule 10 pipe shall be used for pipe 2.5-inches in diameter and greater. These requirements are addressed in the project drawings and specifications.

Sprinkler system components that do not directly serve the new exit passageway will not be permitted inside the 2-hour fire-resistance-rated exit passageway enclosure.

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FIRE ALARM BASIS OF DESIGN

In general, the Department of Veterans Affairs (VA) relies on NFPA codes and standards for fire suppression requirements. The following codes and standards are applicable to this project:

▪ VA Fire Protection Design Manual (VAFPDM) – 2021 Edition

▪ NFPA 101, Life Safety Code (LSC) – 2021 Edition

▪ NFPA 13, Standard for the Installation of Sprinkler Systems – 2022 Edition

▪ International Existing Building Code (IBC) - 2021 Edition

▪ NFPA 70, National Electrical Code – 2023 Edition

▪ NFPA 72, National Fire Alarm and Signaling Code - 2022 Edition

▪ Other relevant NFPA documents and manufacturer requirements, as applicable.

FIRE ALARM SCOPE OF WORK

This project will modify the existing fire alarm and mass notification systems in the areas of work to accommodate the planned renovations. The fire alarm system modifications included in the areas of work will be designed per the 2022 edition of NFPA 72 and the 2021 edition of the VAFPDM.

SYSTEM DESCRIPTION | PROPOSED CONDITIONS

The areas of work are currently served by the existing Building 1 fire alarm system. Minimal impact to the fire alarm system is anticipated. The existing controls matrix will be reused.

DEMOLITION

Fire alarm and mass notification devices will be added and/or relocated to accommodate the planned renovations. The existing fire alarm system components outside of the area of work are existing to remain and will be re-used to the extent possible. The fire alarm system shall remain in service in all areas outside of the area of work for the duration of construction.

SYSTEM DESCRIPTION | PROPOSED CONDITIONS

Fire alarm and mass notification system components in work will be added or relocated as necessary to accommodate the planned renovations. All new fire alarm devices shall match existing equipment installed in the building. It is anticipated that existing circuits will be reused and that an additional NAC panel will not be needed to support this project.

Fire alarm system components that do not directly serve the new exit passageway will not be permitted inside the 2-hour fire-resistance-rated exit passageway enclosure.

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APPENDICES

Appendix A 95% Cost Estimate

Appendix B Bldg. Inspection

Appendix A

Cost Estimate

PROJECT SUMMARY

Project Information

Client Lebanon VA Health System

Project Vleb-009 Temporary Entrance

Location 123 Main Street

Lebanon PA

Architect AE Works

Estimator RS

Estimate Id 100%

Project Duration

Date 1/11/2023

Building Type Hospital 680 SF

Project Costs Summary

PROJECTED CONSTRUCTION COSTS $1,281 /sf $870,931

All other exclusions and clarifications regarding the estimate can be found in the estimate detail on the following page. Items not specifically listed within the detail are not included. Allowances have been included specifically for items which ample detail is not yet available to price on a unit cost basis. HVAC and Electrical systems are priced based on modifications within the renovation space and do not inlcude upgrades to shared hospital systems.

The estimate specifically excludes: design fees, permitting fees, third party testing, commissioning, financing, furnishings, owner equipment other than those shown in the body of the estimate, owner's contingency, builder's risk insurance, harmful materials testing and abatement outside of allowance, and unforeseen conditions.

The estimate is predicated on the project being completed in a maximum of 1 phases during normal work hours. After a maximum of six months, the estimate should be updated to reflect current market conditions. The cost estimate should be updated as the design evolves and is completed. The cost estimate represents our opinion of probable construction cost for this project. We have exercised due professional diligence in the preparation of the estimate; and, since we do not have control over bidding strategies and market conditions, no guarantee is implied with the estimate.

Construction Area

Insert Project Image

Lebanon VA Health System Date: 1/11/2023

123 Main Street Construction SF: 500

Systems

Number Description Cost/SF Total

01 DEMOLITION $83.64 $56,878

02 SITEWORK $11.36 $7,725

03 CONCRETE $73.38 $49,897

04 MASONRY $40.38 $27,460

05 STRUCTURAL $25.99 $17,670

06 ROUGH CARPENTRY/CASEWORK $1.51 $1,025

07 BUILDING ENVELOPE $0.00 $0

08 DOORS/WINDOWS $29.42 $20,007

09 INTERIORS $33.78 $22,968

10 SPECIALTIES CONSTRUCTION $0.11 $75

11 PLUMBING/PROCESS PIPING $0.00 $0

12 FIRE PROTECTION $62.82 $42,720

13 MECHANICAL $25.60 $17,408

14 ELECTRICAL $42.71 $29,040

15 JOBSITE MANAGEMENT $264.71 $180,000

16 PROJECT REQUIREMENTS $116.34 $79,114

SUBTOTAL $811.75 $551,987

Design Contingency 2.00% $16.23 $11,040

Bidding Contingency 15.00% $124.20 $84,454

Permits & Fees 3.00% $24.35 $16,560

Escalation End 2024 8% per year 16.64% $135.07 $91,851

Contractor OH & P 8%/7% 15.56% $169.18 $115,040

PROJECTED CONSTRUCTION COSTS $1,280.78 $870,931

SYSTEMS SUMMARY

Estimate ID: 100%Vleb-009 Temporary Entrance

Vleb-009 Temporary Entrance $870,931.35 Estimate ID: 100%

Lebanon VA Health System $789,662.00

123 Main Street $81,269.35

Construction SF: 680

Group

Phase

Description Comments Quantity Unit Material Labor Total

02 00 00 Existing Conditions

02 41 00 Demolition

Demo Patio for door 361 sf $8.00 $18.00 $9,386 0% 0%

Demolish retaining Wall 25 lf $20.00 $25.00 $1,125 0% 0%

Selective Demolition - Masonry 32 sf $5.00 $20.00 $800 0% 0%

Selective Demolition - Salvage cast stone veneer 21 sf $5.00 $30.00 $735 0% 0%

Selective Demolition - VCT 493 sf $5.00 $8.00 $6,409 0% 0%

Selective Demolition - Doors w/ Ptns 3 ea $0.00 $30.00 $90 0% 0%

Selective Demolition - ACT Ceilings 493 sf $10.00 $12.00 $10,846 0% 0%

Selective Demolition - DW Ceilings 25 sf $16.00 $15.00 $775 0% 0%

Selective Demolition - DW Ptn 20 lf $16.00 $15.00 $620 0% 0%

Selective Demolition - Masoonry 64 sf $5.00 $18.00 $1,472 0% 0%

Selective Demolition - Ductwork 500 lbs $10.00 $5,000 0% 0%

Selective Demolition - Unit Heaters 2 ea $500.00 $1,000 0% 0%

Selective Demolition - Hydronic Piping 120 lf $1.00 $20.00 $2,520 0% 0%

Selective Demolition - Electrical Make Safe 1 ls $6,500.00 $6,500 0% 0%

Selective Demolition - Protection 1 ls $6,000.00 $6,000 0% 0%

Selective Demolition - Dumpster 4 ea $900.00 $3,600 0% 0%

Demolition Total $12,208.00 $44,670.00 $56,878

Earthwork

Regrade at Demolished Wall 32.50 cy $40.00 $50.00 $2,925 0% 0%

Landscaping 480 sf $2.00 $8.00 $4,800 0% 0%

Site Work Total $2,260.00 $5,465.00 $7,725

03 00 00 Concrete

03 01 00 Maintenance of Concrete

03 30 00 Cast In Place Concrete

Continuous Footer Assembly 3 cy $620.00 $480.00 $3,504 0% 0%

Sidewalk Assembly 700 sf $25.00 $30.00 $38,500 0% 0%

Hand Set Curb Assembly 42 lf $36.50 $80.00 $4,893 0% 0%

Concrete Stairs 25 sf $80.00 $40.00 $3,000 0% 0%

Concrete Total $23,008.00 $26,889.00 $49,897

04 00 00 Masonry

04 20 00 Unit Masonry

Concrete Masonry Unit 878 sf $12.00 $18.00 $26,340 0% 0%

Cast Stone Venner 20 sf $6.00 $50.00 $1,120 0% 0%

Masonry Total $10,656.00 $16,804.00 $27,460

05 00 00 Metals

05 12 00 Structural Steel Framing

Security Grille (fence) 210 sf $25.00 $20.00 $9,450 0% 0%

Misc. Metal 9 ea $350.00 $150.00 $4,500 0% 0%

Lintels 24 lf $75.00 $80.00 $3,720 0% 0%

Structural Total $10,200.00 $7,470.00 $17,670

06 00 00 Wood & Plastics

06 10 00 Rough Carpentry

Wood Blocking - Interior 250 lf $2.10 $2.00 $1,025 0% 0%

SYSTEM BACKUP

Matl Esc

Labor

Esc.

Unit Cost

Date: 1/11/2023

Group

Phase

Description Comments Quantity Unit Material Labor Total Matl Esc

Labor

Esc.

Unit Cost

06 02 00 Finish Carpentry

Carpentry Total $525.00 $500.00 $1,025

08 00 00 Openings

08 10 00 Doors

Hollow Metal Door 3'0" x 7'0" 2 ea $1,000.00 $600.00 $3,200 0% 0%

Hollow Metal Door 3'6" x 7'0" 1 ea $1,000.00 $600.00 $1,600 0% 0%

Hollow Metal Door 3'10" x 7'0" 2 ea $1,000.00 $600.00 $3,200 0% 0%

Hollow Metal Frame 5 ea $300.00 $100.00 $2,000 0% 0%

Fire Rated Doors (adder for ea FR door) 3 ea $200.00 $0.00 $600 0% 0%

Hardware 5 ea $1,500.00 $350.00 $9,250 0% 0%

08 80 00 Glazing

View Window Glazing 3.27 sf $30.00 $18.00 $157 0% 0%

Doors/Windows Total $11,699.00 $3,509.00 $20,007

09 00 00 Finishes

09 22 00 Interior Construction

Wall System (MS/Insulation/Bd 1 Side) 10' 35 lf $79.10 $77.00 $5,464 0% 0%

Drywall Ceiling 219 sf $6.25 $7.10 $2,924 0% 0%

2 hr Shaftwall system Ceiling 176 sf $10.93 $11.50 $3,948 0% 0%

Bulkhead 10 lf $35.50 $55.00 $905 0% 0%

09 50 00 Acoustical Ceiling

24" x 24" Ceiling System (Inserts/Grid/Ceiling) 180 sf $4.50 $8.00 $2,250 0% 0%

Wall Angle 45 lf $1.00 $2.50 $158 0% 0%

09 60 00 Flooring

Resilient Tile Floor 500 sf $8.00 $2.00 $5,000 0% 0%

Rubber Base 150 lf $2.10 $1.80 $585 0% 0%

09 70 00 Wall Finishes

InteriorPaint Walls (Prime/2 coats) 490 sf $0.95 $0.75 $833 0% 0%

InteriorPaint Ceiling (Prime/2 coats) 395 sf $0.95 $0.90 $731 0% 0%

Paint Door & Frame 2 ea $35.00 $50.00 $170 0% 0%

Interior Finishes Total $12,499.00 $10,471.00 $22,968

10 00 00 Specialties

10 14 00 Signage

Wall Mounted 1 ea $45.00 $30.00 $75 0% 0%

Specialties Total $45.00 $30.00 $75

21 00 00 FIRE Suppression

T.I Fire Sprinklers

Add New Head 4 ea $180.00 $450.00 $2,520 0% 0%

Relocate Sprinkler Pipe 100 lf $80.00 $110.00 $19,000 0% 0%

New Pipe 80 lf $80.00 $110.00 $15,200 0% 0%

Rework 1 LS $1,000.00 $5,000.00 $6,000 0% 0%

Subtotal: FIRE PROTECTION $16,120.00 $26,600.00 $42,720

23 00 00 MECHANICAL

HVAC Project Req.

Balance 24 hrs $125.00 $3,000 0% 0%

Sup/Ret/Gen. Exh. Duct 0% 0%

Galvanized Duct 250 lb. $10.85 $2,713 0% 0%

0% 0%

Air Distribution Devices 0% 0%

Supply Diffusers 1 ea. $90.00 $110.00 $200 0% 0%

Return Grilles 1 ea. $90.00 $110.00 $200 0% 0%

0% 0%

Description Comments Quantity Unit Material Labor Total Matl Esc

Labor

Esc.

Unit Cost

Terminal Zone Units 0% 0%

Fan Coil Unit 1 ea. $3,800.00 $2,400.00 $6,200 0% 0%

Relocate Unit Heater 200 1 ea. $250.00 $1,100.00 $1,350 0% 0%

Relocate FCU 300 1 ea. $200.00 $1,000.00 $1,200 0% 0%

0% 0%

Hydronic Piping 0% 0%

3/4" 60 lf $12.50 $14.10 $1,596 0% 0%

1/2" Condensate 20 lf $11.09 $7.85 $379 0% 0%

Int Wall Penetrations 6 ea $65.00 $30.00 $570 0% 0%

Subtotal: 13 MECHANICAL $5,792.00 $11,616.00 $17,408 0% 0%

0% 0%

23 00 00 ELECTRICAL 0% 0%

Site Lighting 0% 0%

LED Wall Pack 6 ea. $400.00 $500.00 $5,400 0% 0%

Branch Circuiting

120v Duplex Outlet (MC Cable) 2 ea $320.00 $180.00 $1,000 0% 0%

Relocate exterior conduit 30 lf $10.00 $35.00 $1,350 0% 0%

Light Fixtures

2x2 Fixture Surface Mount 3 ea $225.00 $230.00 $1,365 0% 0%

Exit Sign Fixture 4 ea $80.00 $150.00 $920 0% 0%

Modify Exit Sign 1 ea $35.00 $40.00 $75 0% 0%

Fire Alarm and Life Safety Systems

Tie In 1 ls $500.00 $2,000.00 $2,500 0% 0%

Relocate Conduit 1 ls $400.00 $1,500.00 $1,900 0% 0%

Pull Station 2 ea $300.00 $300.00 $1,200 0% 0%

Speaker Strobe 2 ea $450.00 $340.00 $1,580 0% 0%

Security Systems

Security Camera 1 ea $2,800.00 $1,000.00 $3,800 0% 0%

Card Reader 1 ea $950.00 $500.00 $1,450 0% 0%

Electric Strike Sensor 1 ea $500.00 $500.00 $1,000 0% 0%

Door Contact Sensor 1 ea $500.00 $500.00 $1,000 0% 0%

Tie In 1 ls $4,500.00 $4,500 0% 0%

Subtotal: ELECTRICAL $11,520.00 $17,520.00 $29,040 0% 0%

15 JOBSITE MANAGEMENT

Management

General Conditions 30 wk $6,000.00 $180,000 0% 0%

Subtotal: 15 JOBSITE MANAGEMENT $180,000 0% 0%

SYSTEMS SUBTOTAL $472,873 0% 0%

16 PROJECT REQUIREMENTS

Insurance

Genral Liability and Workers Comp

Insurance

1.10% 1 ls $4,731.68 $4,732 0% 0%

Bonding required 1.10% 1 ls $5,201.60 $5,202 0% 0%

State Sales Tax 6.00% 1 ls $6,991.92 $6,992 0% 0%

Site Conditions

Site Requirements 6.93 mo $6,500.00 $45,035 0% 0%

COVID-19 Premium 10% 1 ls $17,154.40 $17,154 0% 0%

Subtotal: 16 PROJECT REQUIREMENTS $79,114

SYSTEMS SUBTOTAL $551,987

Appendix B

Building

Inspection

BUILDING 1 ENTRANCE ENCLOSURE LIMITED ASBESTOS

BUILDING INSPECTION (TASK 595-20-401)

Lebanon VA Medical Center 1700 South Lincoln Avenue

Lebanon, Pennsylvania 17042

Submitted To:

AE Works Ms. Tracey Case-Dodds

418 Beaver Street

Sewickley, Pennsylvania 15143

Submitted By:

Pennoni Associates Inc.

4 Kacey Court

Mechanicsburg, Pennsylvania 17055

Michael Potts John-Thomas Graupensperger, PWS Associate Environmental Health & Safety Associate Vice President Professional

AEWLA20019 October 13, 2022

SECTION PAGE

EXECUTIVE SUMMARY

1. LIMITED ASBESTOS CONTAINING MATERIAL ASSESSMENT

2. CONCLUSIONS

3. RECOMMENDATIONS

4. CERTIFICATION

TABLES

TABLE 1 – Asbestos Bulk Sample Analysis Results

APPENDICES

APPENDIX A – Laboratory Analytical Results and Chain of Custody

APPENDIX B – Photographs

APPENDIX C – License

PENNONI

Consulting Engineers

Lebanon VA Medical Center

AEWLA20019

Limited Asbestos Building Inspection Lebanon, Pennsylvania

October 13, 2022

EXECUTIVE SUMMARY

On September 27, 2022, Pennoni was contracted by AE Works to perform a pre-renovation limited asbestos inspection at the facility located at 1700 South Lincoln Avenue, Lebanon, Pennsylvania 17042. This limited inspection was performed to identify Asbestos Containing Materials (ACM) present within the facility in areas identified to be impacted by renovations.

Suspect ACM Bulk samples (floor tile, wall systems, ceiling tile, and other building components) were collected and analyzed. The suspect materials sampled found to contain greater than one percent (>1%) asbestos were tan 9” x 9” floor tile, brown 9” x 9” floor tile, and dark brown 12” x 12” floor tile in the hallway outside Stairwell 2. Suspect material not sampled, but presumed to be ACM included the fire door entering into Room 6A. Recommendations are found at the conclusion of this report.

1. LIMITED ASBESTOS CONTAINING MATERIAL ASSESSMENT

On October 4, 2022, Pennoni personnel (Michael Potts [PA DOLI Certified Asbestos Inspector, Certification #061136]) performed a visual and tactile review of the suspected ACM within the facility in areas identified to be impacted by renovations and sampled said potentially impacted suspect ACM. The samples were submitted to EMLab P&K and analyzed using Polarized Light Microscopy (PLM). EMLab P&K is a National Voluntary Laboratory Accreditation Program (NVLAP Lab Code 200844-0) approved laboratory. Results are compared to the Occupational Safety and Health Administration (OSHA)/U.S. Environmental Protection Agency (U.S. EPA) definitions of asbestos (>1%).

Laboratory analytical results summarized in Table 1 below can be found in Appendix A.

Table 1

Asbestos Bulk Sample Analysis Results Building 1 Entrance Enclosure

1700 South Lincoln Avenue, Lebanon, Pennsylvania 17042 October 4, 2022

Sample ID

Homogeneous Material

Description

Location

Quantity

PLM Analytical Result

(% and Type)

Comments

LVA-10.4-01A Light Blue 12” x 12” Floor Tile

Room 6A 450 SF ND Asbestos not present in samples analyzed LVA-10.4-01B

LVA-10.4-02A Turquoise 12” x 12” Floor Tile

Room 6A 10 SF ND Asbestos not present in samples analyzed LVA-10.4-02B

LVA-10.4-03A Dark Blue 12” x 12” Floor Tile

Room 6A 450 SF ND Asbestos not present in samples analyzed LVA-10.4-03B

LVA-10.4-04A

Black 4” Cove Base Room 6A 200 LF ND

Asbestos not present in samples analyzed LVA-10.4-04B

LVA-10.4-05A Brown 4” Cove Base

Room 6A 10 LF ND Asbestos not present in samples analyzed LVA-10.4-05B

LVA-10.4-06A

Black 6” Cove Base Room 6A 20 LF ND

Asbestos not present in samples analyzed LVA-10.4-06B

Limited Asbestos Building Inspection

Table 1 Continued Asbestos Bulk Sample Analysis Results

Building 1 Entrance Enclosure 1700 South Lincoln Avenue, Lebanon, Pennsylvania 17042

October 4, 2022

Sample ID

Homogeneous Material

Location

PLM Analytical Result

(% and Type)

LVA-10.4-07A

White Ceiling Tile

Room 6A and Hallway

1,200 SF ND

Asbestos not present in samples analyzed LVA-10.4-07B

LVA-10.4-08A

Drywall

Room 6A and Hallway

2,000 SF ND

Asbestos not present in samples analyzed LVA-10.4-08B

LVA-10.4-09A

Joint Compound

Room 6A and Hallway

2,000 SF ND

Asbestos not present in samples analyzed LVA-10.4-09B

LVA-10.4-10A Gray Window Caulk

Hallway

Openings ND Asbestos not present in samples analyzed LVA-10.4-10B

LVA-10.4-11A

Gray 6” Cove Base Hallway 20 LF ND in samples analyzed LVA-10.4-11B

LVA-10.4-12A

Tan 9” x 9” Floor Tile

Hallway

75 SF

8% Chrysotile

Second sample not analyzed as first was positive for asbestos.

(Category I Non-friable, Miscellaneous)

LVA-10.4-12B

LVA-10.4-13A

Brown 9” x 9” Floor Tile

75 SF

analyzed as first was positive for asbestos.

(Category I Non-

LVA-10.4-13B

LVA-10.4-14A

Dark Brown 12” x 12” Floor Tile

50 SF

analyzed as first was positive for asbestos.

(Category I Non-

LVA-10.4-14B

LVA-10.4-15A Tan 18” x 18” Floor Tile

Hallway 30 SF ND Asbestos not present in samples analyzed LVA-10.4-15B

LVA-10.4-16A Light Gray Exterior Window Frame

Caulk

Exterior

Openings

ND

in samples analyzed LVA-10.4-16B

LVA-10.4-17A White Ground Caulk

Exterior 50 LF ND in samples analyzed LVA-10.4-17B

N/A

Fire Door

Entrance to 6A

1 Door

Presumed ACM

Asbestos presumed present. (RACM, Friable, Table Notes:

ND: Non-Detect for Asbestos SF: Square Feet CF: Cubic Feet LF: Linear Feet NA: Not Analyzed

Limited Asbestos Building Inspection

2. CONCLUSIONS

• The tan 9” x 9” floor tile, brown 9” x 9” floor tile, and dark brown 12” x 12” floor tile in the hallway outside Stairwell 2 were found to meet the EPA definition of asbestos containing material (greater than one percent [>1%] asbestos). The fire door entering into Room 6A was not sampled but presumed to contain asbestos. The flooring materials are Category I non-friable and can be disposed of as construction and demolition (C&D) waste. However, if material is rendered friable during abatement activities, it must be treated as Regulated Asbestos Containing Material (RACM) and abated in accordance with applicable federal (U.S. EPA, OSHA, Department of Transportation [DOT]), Pennsylvania (Pennsylvania Department of Environmental Protection [PA DEP]/Pennsylvania Department of Labor and Industry [DOLI]) and local regulations governing the removal, transport, and disposal of asbestos. The fire door is RACM and must be treated as outlined above.

• All other suspect ACM Bulk samples collected and analyzed were found to be non-detect for asbestos and therefore do not meet the EPA definition of asbestos containing material (greater than one percent [1%] asbestos).

3. RECOMMENDATIONS

• Asbestos abatement activities are recommended prior to any repair, renovation or demolition activities which would disturb the matrix of confirmed or Presumed Asbestos ContainingMaterials.

It is recommended that asbestos activity be performed in accordance with applicable U.S. EPA, U.S.

Department of Labor, OSHA, PA DEP, PA DOLI regulatory requirements. In order to comply with these requirements, the following is recommended:

1. Written notification to PA DEP and PA DOLI of demolition/renovation ten (10) working days prior to asbestos related activities, as required by the National Emission Standards for Hazardous Air Pollutants (NESHAPS) of the Clean Air Act, if material is or is expected to become friable.

2. Development of a written Asbestos Abatement Project Design Specification, dictating abatement work practices and control measures to reduce airborne fiber concentrations, waste disposal requirements and air sample collection and analysis requirements including the final clearance (re-occupancy) criteria.

3. Selection of a PA DOLI licensed Asbestos Contractor for the performance of asbestos response activities.

4. Air sample collection and analysis subsequent to asbestos abatement activities in compliance with project design requirements for the re-occupancy by non-protected individuals.

Occupant notifications concerning asbestos abatement are required ten (10) working days prior to their disturbance.

Limited Asbestos Building Inspection

• The site is required to maintain this report indefinitely in accordance with the OSHA Medical Recordkeeping Requirements identified in 29 CFR 1910.1020 and inform employees annually of their rights of access. If such a plan has been developed, an update based on the findings of this report to the site Operations, Maintenance and Repair Plan is recommended.

A copy of existing asbestos inspection reports must be provided to each contractor involved in the project.

4. CERTIFICATION

The information contained in this report is believed to be accurate and true to the best knowledge of the inspector(s). Findings and recommendations for this investigation are based on the observations of the conditions, as they existed at that time. The inspector(s) and Pennoni Associates, Inc. assumes no liability for financial or health consequences due to actions or lack of actions taken by the client as a result of this investigation.

Michael Potts John-Thomas Graupensperger, PWS Associate Environmental Health & Safety Associate Vice President Professional

MP/JG/ck

Attachments cc: File

APPENDIX A

Laboratory Analytical Results and Chain of Custody t!urofins k'PK Huilt f:rvironmerit Testing, .l.C EMLab ID: 3049114, Page 1 of 9 ÿ eurofins

Built Environment Testing

Report for:

Lynn Stutzman Pennoni Associates Inc - Mechanicsburg 4 Kacey CI Mechanicsburg, PA 17055

Eurofins EPK Built Environment Testing, LLC Regarding: Project: AEWLA20019; Building 1 Limited ACM Inspection

EML ID: 3049114

Approved by: Dates of Analysis.

Asbestos PLM: 10-10-2022

Approved Signatory Balu Krishnan

Service SOPs: Asbestos PLM (EPA 40CFR App E to Sub E of Part 763 & EPA METHOD 600/R-93-116, SOP EM-AS-5-1267) NVLAP Lab Code 200844-0

Euro fins EPK Built Environment Testing, LLC ("the Company"), a member of the Eurofine Built Environment Testing group of companies, shall have no liability to the client or the client's oJstomer with respect to decisions or recommendations made, actions taken or courses of condud implemented by eitherthe client orthe client's customer as a resuh ofor based uponthe Test Results. In no event shall the Company be liable to the client with respect to the Test Results except for the Company’s own willful misconduct or gross negligence nor shall the Company be liable for incidental or consequential damages or lost profits or revenues to the fullest extent such liability may be disclaimed by law, even if the Company has been advised of the possibility of such damages, lost profits or lost revenues. In no event shall the Company’s liability with respect to the Test Results exœed the amount paid to the Company by the client therefor.

The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certificadon, approval, or endorsement by any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified.

Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detecdon and reporting limit is less than 1% unless point coundng is performed. Floor die samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detecdon limit and to aid in asbestos idendficadon.

1 A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x".

Eurofins EPK Built Environment Testing, LLC EMLab ID: 304911 4, Page 2 of 9

Client: Pennoni Associates Inc - Mechanicsburg CDO: Lynn Stutzman Re: AEWLA20019; Building 1 Limited ACM Inspection

Eurofms EPK Built Environment Testing, LLC 3000 Lincoln Drive East, Suite A, Marlton, NJ 08053

(866) 871-1984 www.eurofinsus.com*Built

Date of Sampling: 10-04-2022 Date of Receipt: 10-05-2022 Date of Report: 10-10-2022

ASBESTOS PLM REPORT

Total Samples Submitted: 34

Total Sam ples Analyzed: 31

Total Sam ples with Laver Asbestos Content > 1% 3

Location: LVA-10.4-01A, Light blue 12x12 tile Lab ID-Versions: 14701385-1

Sam pIe Layers Asbestos Content Blue Floor Tile

Black/Yellow Mastic

Sample Com posite Hornogeneitv: Good

Location: LVA-10.4-01B, Light blue 12x12 tile Lab ID-Versions: 14701386- 1

Blue Floor Tile

Black/Yellow Mastic

Location: LVA-10.4-02A, Turquoise 12x12 tile Lab ID-Versions: 14701387- 1

Blue Floor Tile

Sample Com posite Hornogeneitv: Good

Location: LVA-10.4-02B, Turquoise 12x12 tile Lab ID-Versions: 14701388- 1

Sam pIe Layers Asbestos Content

Blue Floor Tile

Black/Yellow Mastic http://www.eurofinsus.com/

The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certificadon, approval, or endorsement by any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified.

Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detecdon and reporting limit is less than 1% unless point coundng is performed. Floor die samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detecdon limit and to aid in asbestos idendficadon.

1 A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is

Eurofins EPK Built Environment Testing, LLC EMLab ID: 304911 4, Page 3 of 9

Re: AEWLA20019; Building 1 Limited ACM Inspection

ASBESTOS PLM REPORT

Eurofms EPK Built Environment Testing, LLC 3000 Lincoln Drive East, Suite A, Marlton, NJ 08053

(866) 871-1984 www.eurofinsus.com*Built

Date of Sampling: 10-04-2022 Date of Receipt: 10-05-2022 Date of Report: 10-10-2022

Location: LVA-10.4-03A, Dark bluel2xl2 tile Lab ID-Versions: 14701389- 1

Sam pIe Layers Asbestos Content

Blue Floor Tile

Black Mastic

Location: LVA-10.4-03B, Dark bluel2xl2 tile Lab ID-Versions: 14701390- 1

Blue Floor Tile

Black Mastic

Location: LVA-10.4-04A, Black 4 inch cove base Lab ID-Versions: 14701391-1

Black Baseboard

Beiee Mastic

Sample Com posite Hornogeneitv: Good

Location: LVA-10.4-04B, Black 4 inch cove base Lab ID-Versions: 14701392- 1

Sam pIe Layers Asbestos Content Black Baseboard

Beige Mastic

The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certificadon, approval, or endorsement by any agency of the federal government. The Company reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified.

Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detecdon and reporting limit is less than 1% unless point coundng is performed. Floor die samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detecdon limit and to aid in asbestos idendficadon.

1 A "Version" indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is

Eurofins EPK Built Environment Testing, LLC EMLab ID: 304911 4, Page 4 of 9

Re: AEWLA20019; Building 1 Limited ACM Inspection

ASBESTOS PLM REPORT

Eurofms EPK Built Environment Testing, LLC 3000 Lincoln Drive East, Suite A, Marlton, NJ 08053

(866) 871-1984 www.eurofinsus.com*Built

Date of Sampling: 10-04-2022 Date of Receipt: 10-05-2022 Date of Report: 10-10-2022

Location: LVA-10.4-05A, Brown 4 inch cove base Lab ID-Versions: 14701393-1

Sam pIe Layers Asbestos Content

Brown Baseboard

Tan Mastic

Location: LVA-10.4-05B, Brown 4 inch cove base Lab ID-Versions: 14701394- 1

Brown Baseboard

Tan Mastic

Location: LVA-10.4-06A, Black 6-inch cove base Lab ID-Versions: 14701395-1

Black Baseboard

Yellow Mastic

Sample Com posite Hornogeneitv: Good

Location: LVA-10.4-06B, Black 6-inch cove base Lab ID-Versions:…