AE201.pdf
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- Solicitation number
- 36C24420R0052
About this file
This document contains plans and specifications for a federal construction project to build a chiller plant at the Department of Veterans Affairs Medical Center in Erie, Pennsylvania. The solicitation calls for construction of the chiller plant in accordance with the provided plans and specifications, requiring all necessary labor, materials, tools, supervision, equipment, permits, testing and reports to comply with federal, state and local codes and regulations. The project is estimated to cost between $5 million and $10 million and have a period of performance of 365 calendar days from notice to proceed. This 100% service-disabled veteran-owned small business set-aside solicitation is issued under NAICS code 236220 with a small business size standard of $36.5 million.
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EXTERIOR ELEVATIONS
- BUILDING 7
AE201
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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GROUND FLOOR
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0'-0" FFE.
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GROUND FLOOR
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-2'-5" FFE.
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PARAPET
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10'-0" FFE
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BASEMENT
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-11'-6" FFE.
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PLATFORM GRATE
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16'-0" AFF
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PARAPET
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20'-5" AFF
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BASEMENT
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GG
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COORDINATION DRAWINGS
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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KEYPLAN
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GENERAL SHEET NOTES
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SHEET KEYNOTES
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1. EXTERIOR IN-FILL WALL, BRICK VENEER TO MATCH EXTERIOR IN-FILL WALL, BRICK VENEER TO MATCH EXISTING 2. EMERGENCY PIPE CONNECTIONS - SEE MECHANICAL EMERGENCY PIPE CONNECTIONS - SEE MECHANICAL DRAWINGS 3. 12' WIDE X 12' HIGH ROLL-UP DOOR 12' WIDE X 12' HIGH ROLL-UP DOOR 4. PIPE BOLLARD - SEE DETAIL D2/AE103 PIPE BOLLARD - SEE DETAIL D2/AE103 5. EXISTING LOADING DOCK BUMPER TO REMAIN EXISTING LOADING DOCK BUMPER TO REMAIN 6. MECHANICAL SCREEN MECHANICAL SCREEN 7. COLUMNS SUPPORTING COOLING TOWERS AND SCREEN COLUMNS SUPPORTING COOLING TOWERS AND SCREEN 8. HINGED, FRENCH-DOOR STYLE LOUVER HINGED, FRENCH-DOOR STYLE LOUVER 9. REMOVABLE GUARDRAIL. SEE A2/AE401 FOR REMOVABLE GUARDRAIL. SEE A2/AE401 FOR INSTALLATION DETAIL. 10. CUT EXISTING GUARDRAIL POST BELOW TOP OF WALL. CUT EXISTING GUARDRAIL POST BELOW TOP OF WALL. FILL EMBEDDED POST WITH GROUT FLUSH WITH TOP OF WALL. CORE DRILL FOR NEW POST LOCATION. INSTALL POST. GROUT TO SEAL POST AT TOP OF WALL. 11. NOT USED NOT USED 12. NOT USED NOT USED 13. NOT USED NOT USED 14. REPLACE EXISTING PLASTIC GLAZING SYSTEM PER REPLACE EXISTING PLASTIC GLAZING SYSTEM PER ALTERNATE 1
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EXISTING BUILDING
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SOUTH ELEVATION
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TOP OF STEEL / BOTTOM OF COOLING TOWERS
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TOP OF STEEL / BOTTOM OF COOLING TOWERS
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EXISTING BUILDING 7
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AE502
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AMENDMENT 07
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File details come from the government source that posted it. Updated .