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This document includes a demolition plan and federal contract opportunity notice. The demolition plan outlines the work required to demolish an existing building and concrete pads at the Erie VA Medical Center in preparation for a new Chiller Plant construction project. Key elements to be demolished include CMU walls, doors, concrete pads, slab, fencing and windows. The federal contract opportunity is a solicitation notice seeking construction services for the Chiller Plant project. The contractor will perform all work in accordance with provided plans and specifications. The project value is estimated between $5-10 million. The period of performance is 365 calendar days from notice to proceed. This opportunity is set aside for Service-Disabled Veteran Owned Small Businesses. The NAICS code is 236220 and small business size standard is $36.5 million. The soliciting agency is the Department of Veterans Affairs Veterans Health Administration VISN 4.

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Text version

DEMOLITION PLAN -

BUILDING 7

AD101

HDG PROJECT: 14016

ERIE VAMC

135 EAST 38TH STREET

ERIE, PA 16504-1559

No. Description Date

1 2 3 4 5

Recommended Approvals:

1. MEDICAL DIRECTOR

2. ASSOCIATE DIRECTOR

3. CHIEF OF STAFF

4. ASSOC. DIRECTOR

5. SERVICE LINE MGRS.

6. OPERATIONS SERVICE LINE MANAGER

7. INFECTION CONTROL MANAGER

8. SAFETY MANAGER

9. GENERAL ENGINEER

10. COR

Drawing Title:Seal:

FULLY SPRINKLERED

Architect / Engineer Address: Project Title: Date:

Project Number:

Drawing No. :Drawn:

Checked: Reviewed:

Building Number: File Name:

Const. Contract No. :

D C

B A

Revisions:

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

Project Phase:

D C

B A

1 2 3 4 5 6

6" th re e in ch es o ne fo ot

6" th re e qu ar te rs in ch o ne fo ot

6" on e in ch o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e ha lf in ch o ne fo ot

6" th re e ei gh th s in ch o ne fo ot on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot

CENTRAL CHILLED

CD-8 FINAL DOCUMENTS

562-14-5705

August 8, 2019

WATER PLANT DESIGN

FIRST FLOOR FFE: 860.0'

BUILDING 7

A

B

C

D

E

1 2 3 4 5 6

7H A R R E L L D E S I G N G R O U P , P C formerly HARRELL, SALTRICK & HOPPER, PC

U.S. Department of Veterans Affairs

U .S

. D ep ar tm en t of V et er an s

Af fa irs

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EX. ELECTRICAL DUCTBANK

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EX. STEAM TUNNEL

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UP

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UP

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UP

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DN

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AREA NO. 1

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AREA NO. 2

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FUEL OIL PUMP ROOM

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ELECTRICAL EQUIPMENT ROOM

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SUMP PUMP ROOM

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EXISTING STORAGE

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EXISTING STAIRS

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GG

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WALL LEGEND

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1-HOUR RATED FIRE WALL

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2-HOUR RATED FIRE BARRIER

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COORDINATION DRAWINGS

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NEW WALL

AutoCAD SHX Text THE MECHANICAL CONTRACTOR SHALL TAKE THE LEAD IN PREPARATION OF COORDINATION DRAWINGS. SUCH DRAWINGS SHALL BE ARRANGED AND DESIGNED THROUGH AND FROM COORDINATION WITH ALL OTHER MAJOR AND MINOR SUBCONTRACTORS AND THE GENERAL CONTRACTOR. PROVIDE PLAN VIEWS, SECTIONS AND ELEVATIONS AS REQUIRED TO FULLY COORDINATE ALL NEW WORK WITH ITSELF AND EXISTING CONDITIONS. DRAW TO SCALE (AT NOT LESS THAN 3/8" = 1'-0"). DRAWINGS SHALL SHOW, BUT NOT BE LIMITED TO: ALL WALL RATINGS; ALL DUCTWORK; ALL AIR DISTRIBUTION; MECHANICAL EQUIPMENT; MECHANICAL PIPING; FIRE PROTECTION PIPING; ALL PLUMBING PIPING; CABLE TRAYS (WITH ELEVATIONS NOTED); LIGHTING FIXTURES (WHEN CEILING MOUNTED); CEILING GRID AND CEILING HEIGHT; MAJOR BEAMS AND JOISTS (WITH ELEVATIONS MARKED); FIRE ALARM DEVICES AND SPEAKERS (WHERE CEILING MOUNTED); ELECTRICAL CONDUITS LARGER THAN 2-INCH DIAMETER; ELECTRICAL BUSWAY AND REQUIRED CLEARANCES; EQUIPMENT PROVIDED BY OTHERS THAT PROTRUDE INTO CEILING CAVITIES OR IMPEDE THE LOCATION OR ACCESS TO ABOVE CEILING PIPING, DUCTWORK OF OTHER EQUIPMENT. SECTIONS SHALL BE CUT THROUGH AREAS SHOWING MATERIALS AND SYSTEMS OF ALL CONTRACTS. IF THERE ARE ANY OUTSTANDING ISSUES THAT CANNOT BE RESOLVED, CONSULT WITH THE ARCHITECT AND/OR ENGINEER (THROUGH THE VA COR) FOR GUIDANCE AND MAKE CORRECTIONS IN ACCORDANCE WITH DIRECTIONS GIVEN. IT IS IMPORTANT TO NOTE THAT IT IS IMPORTANT TO NOTE THAT FABRICATION CANNOT BEGIN UNTIL COORDINATION DRAWINGS HAVE BEEN APPROVED! ANY MATERIAL, EQUIPMENT, SYSTEMS, ETC., PROCUREMENT OR ANY MATERIAL, EQUIPMENT, SYSTEMS, ETC., PROCUREMENT OR INSTALLATION COMMENCED PRIOR TO APPROVAL IS TAKEN AT THE CONTRACTOR'S OWN RISK AND MAY HAVE TO BE REPLACED, MODIFIED, MOVED AND/OR RECONFIGURED AT THE CONTRACTOR'S COST.

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NE

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KEYPLAN

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GENERAL SHEET NOTES

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SCALE:

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BASEMENT PLAN

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SHEET KEYNOTES

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1. DEMOLISH CONCRETE PAD DEMOLISH CONCRETE PAD 2. DEMOLISH CHAIN LINK FENCE DEMOLISH CHAIN LINK FENCE 3. DEMOLISH CMU WALLS, DOOR AND DOOR FRAME. DEMOLISH CMU WALLS, DOOR AND DOOR FRAME. THIS WORK WILL BE PERFORMED BY THE OWNER AS PART OF A SEPARATE PROJECT PRIOR TO THE CHILLER PLANT PROJECT. 4. DEMOLITION OF SLAB TO BE COORDINATED WITH DEMOLITION OF SLAB TO BE COORDINATED WITH STRUCTURAL AND EQUIPMENT MANUFACTURER 5. REMOVE EXISTING CONCRETE PADS COMPLETELY REMOVE EXISTING CONCRETE PADS COMPLETELY 6. EXISTING PUMPS TO REMAIN EXISTING PUMPS TO REMAIN 7. EXISTING CONDENSATE TANK TO REMAIN EXISTING CONDENSATE TANK TO REMAIN 8. EXISTING AIR DRYER WILL BE RELOCATED PRIOR TO EXISTING AIR DRYER WILL BE RELOCATED PRIOR TO CHILLER PLANT PROJECT 9. EXISTING ACCESS HATCH ABOVE EXISTING ACCESS HATCH ABOVE 10. EXISTING AIR COMPRESSOR TO REMAIN EXISTING AIR COMPRESSOR TO REMAIN 11. EXISTING EYE WASH TO REMAIN EXISTING EYE WASH TO REMAIN 12. EXISTING CONCRETE-ENCASE COLUMN EXISTING CONCRETE-ENCASE COLUMN 13. EXISTING STEEL COLUMN EXISTING STEEL COLUMN 14. EXISTING PIPE TO REMAIN EXISTING PIPE TO REMAIN 15. EXISTING FLOOR DRAIN TO REMAIN EXISTING FLOOR DRAIN TO REMAIN 16. EXISTING TRENCH DRAIN EXISTING TRENCH DRAIN 17. EXISTING FLOOR CLEANOUT TO REMAIN EXISTING FLOOR CLEANOUT TO REMAIN 18. EXISTING STAIRS TO REMAIN EXISTING STAIRS TO REMAIN 19. DEMOLISH PLASTIC GLAZING WINDOW SYSTEMDEMOLISH PLASTIC GLAZING WINDOW SYSTEM

AutoCAD SHX Text EXISTING CONCRETE SLAB DEMOLITION FOR INSTALLATION OF PIPING AND NEW COLUMN FOOTINGS - SEE PLUMBING AND STRUCTURAL DRAWINGS

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AutoCAD SHX Text A. WHERE EXISTING HOUSEKEEPING PADS AND CMU WHERE EXISTING HOUSEKEEPING PADS AND CMU WALLS ARE SHOWN TO BE REMOVED, APPLY A FLOAT COAT OF CONCRETE LEVELING COMPOUND, FOR A SMOOTH FINISH.

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AMENDMENT 07

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