S02 DRAWINGS - ARCHITECTUAL.pdf

PDF 5 MB Posted Aug 2, 2021

Attached to: Y1DA--630A4-18-415 INSTALL GENERATOR FOR BUILDINGS 85 AND 86
Solicitation number: 36C24221B0061_1
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 28, 2023

This federal solicitation requests proposals for the installation of a new 1000 kW diesel generator, Tier 4 emissions compliant, in a weatherproof housing with associated electrical equipment at a Department of Veterans Affairs medical center. Key requirements include a 96-hour run time dual fuel tank, remote monitoring panels located in an existing vault and tied to the facility's building management system, and load capabilities to serve future needs. The generator must meet EPA Tier 4 engine standards. Additional scope components comprise improvements to an adjacent switchgear building including a new roof and conduit routing, as well as lead paint abatement, structural work for a generator pad and exhaust system, and temporary power provisions. The solicitation is a 100% set-aside for Service-Disabled Veteran-Owned Small Businesses. A site visit is scheduled and submittals must allow for timely equipment procurement to minimize downtime given the critical nature of the work.

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Other files

File	Type	Posted
36C24221B0061 0002.docx	DOCX document	Sep 1, 2021
36C24221B0061 0001.docx	DOCX document	Aug 24, 2021
COVID-19 FORM.pdf	PDF	Aug 24, 2021
COVID-19 DIRECTIVE.pdf	PDF	Aug 24, 2021
RFI ANSWERS.xlsx	XLSX spreadsheet	Aug 24, 2021
COVID-19 POLICY.pdf	PDF	Aug 24, 2021
S02 DRAWINGS - CIVIL.pdf	PDF	Aug 2, 2021
S02 VA ID PACKAGE 06-18-2019.pdf	PDF	Aug 2, 2021
S02 DRAWINGS - GENERAL.pdf	PDF	Aug 2, 2021
36C24221B0061_1.docx	DOCX document	Aug 2, 2021
S02 SPECS - FINAL.pdf	PDF	Aug 2, 2021
S02 Safety or Environmental Violations and Experience Modification Rate.pdf	PDF	Aug 2, 2021
S02 Participation Goals for Minorities and Females.pdf	PDF	Aug 2, 2021
S02 ALL POSTERS.pdf	PDF	Aug 2, 2021
S02 DRAWINGS - ELECTRICAL.pdf	PDF	Aug 2, 2021

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AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CR CARD READER

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA, Ø DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

LVT LUXURY VINYL TILE

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PP PUSH PAD

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SJ SEAL JOINT

SJS SEAL JOINT @ SLOPE EDGE

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

T&G TONGUE AND GROOVE

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

DEMOLITION KEYNOTE

DOOR NUMBER

TYPICAL KEYNOTE

# FIRE EXTINGUISHER

CABINETFEC

ROOF SLOPE

DIRECTION OF SPAN

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT PORTRAY FULL SCOPE OF THE PROJECT. SEE

SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OFF MEDICAL CENTER GROUNDS. COORDINATE WITH VA COR.

4. PATCHED WALL OPENING SHALL MATCH THE INTEGRITY OF ADJACENT CONSTRUCTION UNLESS INDICATED OTHERWISE.

5. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH VA COR.

6. CONTRACTOR PROTECT AREA ADJACENT TO THE DEMOTION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, PATCH AND REFINISH TO MATCH EXISTING.) REPAIR OR REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST.

7. THE INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS DEFINES GENERAL SCOPE ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF PROVIDING ALL DEMOLITION REQUIRED FOR THE COMPLETION OF THE PROJECT.

8. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT INDENTIFIED WITHIN THE SCOPE OF WORK.

9. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF ELECTRICAL SYSTEMS.

10. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW OR OUTSIDE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

11. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE IN ORDER TO PREVENT ARBITRARY DAMAGE OR INTERRUPTION OF SERVICE OR CONCEALED UTILITIES INTENDED TO REMAIN IN SERVICE. DISCOVERY OF UTILITIES OR CONDITIONS LOCATED DIFFERENTLY FROM THAT INDICATED OR THAT ARE

NOT IDENTIFIED. SHALL BE REPORTED TO THE CONTRACTING OFFICER.

12. AFTER REMOVAL OF EXISTING CMU CURB WALL, FILL FLOOR VOIDS UP TO FINISH CONCRETE LEVEL AND PERFORM FLOOR LEVELING FOR ENTIRE AREA OF

RENOVATION.

13. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY VA COR AND ARCHITECT OF ANY CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

14. ALL ITEMS BEING REMOVED SHALL REMAIN THE PROPERTY OF THE VA MEDICAL CENTER UNTIL CONFIRMATION HAS BEEN MADE BY THE VA COR AS TO WHETHER THE VA WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE VA COR OR DESIGNATED ON THE DRAWINGS TO BE RELOCATED OR REMOVED FROM

THE SITE BY CONTRACTOR.

15. VA SHALL HAVE FIRST OPPORTUNITY FOR SALVAGE. ALL ITEMS NOTE SALVAGED BY THE VA TO BE REMOVED AND DISPOSED OF BY THE CONTRACTOR IN

APPROVED MANNER.

16. CONTRACTOR SHOULD NOTIFY VA COR OF ANY AREA REQUIRING DEMOLITION OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORSEEN CONDITIONS TO ACCOMMODATE INSTALLATION OF MECHANICAL, PLUMBING, STRUCTURAL, ELECTRICAL, OR DATA ITEMS (INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH EXISTING.

17. COORDINATE WITH VA COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATION OF DUMPSTER. COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS

ROUTE FOR WASTE REMOVAL.

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND CONTRACTOR

BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS FOR SPECIFIC PRODUCTS. DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCT(S) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO

OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A

COMPLETE, INTEGRATED AND UNIFIED WHOLE.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR

SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE DRAWINGS

AND SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS

NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.

8. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. REFER TO ELECTRICAL AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

11. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS.

12. COORDINATE THE WORK OF TRADES PRIOR TO THE START OF CONSTRUCTION.

13. FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK FOR EACH PHASE.

14. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED FACE

OF EXISTING WALL SURFACE.

15. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

16. INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES AND PUBLISHED STANDARDS.

17. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDTION AND RENOVATION PROJECTS. THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

630A4-18-415

VA NEW YORK HARBOR HEALTHCARE

SYSTEM, ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468

19-227

BID DOCUMENTS

FULLY SPRINKLERED

20-1-SA

:0 2:

B85, B86, B87

A-001

DGC, NPMWVS

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 6

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGENDDEMOLITION NOTES GENERAL NOTES

DocuSign Envelope ID: E26C3B4A-3E59-4539-B825-8DACFEE00F57

7/21/2021

AutoCAD SHX Text CIVIL ENGINEER: Brett Basquin, PE 2128 Moores Mill Road Suite C Auburn, AL 36830 (O) 334.887.6064 ext. 302 (F) 334.887.6024 BRETT BASQUIN, SOLE PROPRIETOR

101A

101B

101C

MECHANICAL

ROOM

ELECTRICAL

ROOM

101A

101B

101C

MECHANICAL

ROOM

8'- 0"

17'-6 1/2"

2'-1"

3'-5"

FEC

A-101

FEC

DS DS

3'- 3 1

/2"

5'-

2" FV

ELECTRICAL

ROOM

NEW TREATED CONTINUOUS

WOOD BLOCKING ANCHOR

TO EXTERIOR BRICK VENEER

2" TOP LAYER TAPERED

POLY ISO INSULATION

FULLY ADHERED 60MIL

TPO MEMBRANE

STANDARD DETAIL

AS PER MANUFACTURER'S

STANDARD DETAILS

NEW PREFABRICATED METAL

ROOF EDGE SYSTEM

EXISTING BRICK VENEER

EXISTING CMU MASONRY

EXISTING METAL DECK

EXISTING STEEL JOIST

12" 1/4"

(2) 1 1/2" LAYER OF POLY

ISO INSULATION

(2) 1 1/2" LAYER OF POLY

ISO INSULATION

6X6- W1.4X W1.4 WWF

WIRE TO #3 DOWELS

TYPICAL EQUIPMENT

ANCHORAGE - SEE

EQUIPMENT CUT

SHEETS

PROVIDE #3 DOWEL

BARS 24" O.C. EACH WAY.

EPOXY DOWELS INTO

EXISTING SLAB

NOTE: L & W DIMENSIONS SHALL BE 2" GREATER THAN THE EQUIPMENT MOUNTING LOCATIONS. SEE

ELECTRICAL DRAWINGS FOR EQUIPMENT INFORMATION.

CONCRETE TO PAINTED YELLOW. PRIMER, 1 EPOXY FINISH COAT ALL EXPOSE SURFACES.

EXISTING CONCRETE

SLAB

5" MI

1/4 " M

TAPERED TOP LAYER

(2) 1 1/2" FLAT LAYERS

1/2"

12" 1/4"

15'-0"

5'-

0" FV

1/4

10'-10 1/2"

A-101

1/4

19'-4 1/2"

2'-

'-2 1/

DSDS

1'-10" 3'-8" 1'-10"

NOTE: FLOOR TO BE FLUSH AND FLAT AFTER DEMO & PATCHING WORK COMPLETE

EXISTING CONCRETE SLAB

CUT ANY VERTICAL

REINFORCEMENT AND

GRIND FLUSH W/ FLOOR

REMOVE EXISTING CMU WALL

GROUT SMOOTH ALL

AREAS DISRUPTED BY

BLOCK DEMOLITION

NEW TREATED CONTINUOUS

WOOD BLOCKING ANCHOR

TO EXTERIOR BRICK VENEER

2" TOP LAYER TAPERED

POLY ISO INSULATION

FULLY ADHERED 60MIL

TPO MEMBRANE

EXISTING BRICK VENEER

EXISTING CMU MASONRY

EXISTING METAL DECK

EXISTING STEEL JOIST

12"

1/4"

NEW GUTTER TO BE INSTALLED

PER TPO MANUFACTURER'S

STANDARD ROOF EDGE TO

GUTTER DETAIL FOR WATER

TIGHTNESS

ALL SHEET METAL ROOF EDGE

FABRICATIONS TO BE PAINTED

PER MANUFACTURER'S

STANDARD COLOR RANGE,

COLOR TO BE SELECTED BY VA

OR ARCHITECT

NEW 3"X3" SQUARE

DOWNSPOUT BEYOND

(2) 1 1/2" LAYER OF POLY

ISO INSULATION

(2) 1 1/2" LAYER OF POLY

ISO INSULATION

1" 4'-

FINISH FLOOR

FIRE EXTINGUISHER CABINET

CABINET TO HAVE 8X8X26

CLEAR SPACE

- SEE SPECFICATIONS

1. DEMOLISH EXISTING 2 COURSE HIGH 8" W CMU CURB. SEE

DETAIL 5/A1-01 THIS SHEET.

2. DEMOLISH EXISTING 2" HIGH CONCRETE HOUSEKEEPING

PAD.

3. FOR EXISTING ELECTRICAL EQUIPMENT TO REMAIN PROVIDE

PLASTIC ENCLOSURES/TENTING TO PROTECT ELECTRICAL

EQUIPMENT DURING DEMOLITION PHASE - SEE ELECTRICAL

DRAWINGS.

CONTRACTOR TO VERIFY ANY ADDITIONAL EQUIPMENT TO

BE PROTECTED.

4. EXISTING DOOR TO REMAIN

5. EXISTING LOUVER TO REMAIN

6. REMOVE EXISTING ROOFING INSULATION DOWN TO EXISTING

METAL DECK. REMOVE EXISTING ROOF EDGE AND ALL

ASSOCIATED NAILERS.

7. REMOVE EXHAUST FAN AND CURB, PATCH HOLE IN METAL

DECK WITH NEW METAL DECK PATCH.

8. REMOVE EXISTING VENT STACK, PATCH HOLE IN METAL

DECK WITH NEW METAL DECK PATCH.

9. REMOVE EXISTING ROOF DRAIN.

10. PROVIDE PLASTIC ZIPPER BARRIER AT DOOR OPENING

DURING DEMOLITION PHASE.

11. ELECTRICAL ROOM 101, MECHANICAL ROOM 102 CONTAINS

HAZARDOUS MATERIALS SEE SPECIFICATIONS 02 83 13.13

LEAD-PAINT REMOVAL. VETERANS ADMINISTRATION REPORT

"ASBESTOS AND LEAD PAINT REPORT SURVEY US DEPT OF

VETERANS AFFAIRS INSTALL GENERATOR FOR BLDG 85, 86,

AND 87 PROJECT" JUNE 2020

12. DEMOLISH EXISTING EXHAUST FAN SEE ELECTRICAL

SHEETS.

DEMOLITION

NEW WORK

1. NEW 5" H CONCRETE EQUIPMENT BASE. SEE DETAIL 6 THIS

SHEET. VERIFY SIZE AND LOCATION WITH ELECTRICAL

EQUIPMENT.

2. NEW ELECTRICAL EQUIPMENT - SEE ELECTRICAL DRAWINGS

3. THOROUGHLY CLEAN AND PAINT EXISTING LOUVER AND

DAMPER. PROVIDE PRIMER AND HEAVY DUTY URETHANE

TOPCOAT. COLOR TO BE SELECTED BY VA.

4. NEW OVERHEAD METAL FABRICATION FOR CONDUITS. SEE

A-502.

5. POLY ISO TAMPERED INSULATION CRICKET.

6. LOWER CONDUIT BANK TURN DOWN.

7. UPPER CONDUIT BANK TURN DOWN.

8. NEW FIRE EXTINGUISHER CABINET

- SEE SPECIFICATIONS.

9. NEW ROOFING SYSTEM - SEE DETAILS 8 AND 9 THIS SHEET.

1 DEMOLITION FLOOR PLAN

SCALE: 1/4" = 1'-0"

:0 2:

B85, B86, B87

A-101

NPM, DGCWVS

ENLARGED PLANS AND DETAILS

2 6

AREA OF WORK

6 6

A. SEE SPECIFICATIONS FOR FIRE EXTINGUISHER CABINETS

EXTINGUISHERS PROVIDED BY VA.

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

KEY PLAN:

JULY 20, 2021

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

630A4-18-415

VA NEW YORK HARBOR HEALTHCARE

SYSTEM, ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468

19-227

BID DOCUMENTS

NORTH

FULLY SPRINKLERED

20-1-SA

7 ROOF INSULATION DIAGRAM

1/2" = 1'-0"

6 CONCRETE EQUIPMENT BASE

SCALE: 1" = 1'-0"

8 ROOF DETAIL

SCALE: 3" = 1'-0"

3 DEMOLITION ROOF PLAN

SCALE: 1/4" = 1'-0"

2 NEW WORK FLOOR PLAN

SCALE: 1/4" = 1'-0"

4 NEW ROOF PLAN

SCALE: 1/4" = 1'-0"

5 CURB DEMO DETAIL

NTS

9 ROOF DETAIL

SCALE: 3" = 1'-0"

10 MOUNTING HEIGHT

SCALE: 1/2" = 1'-0"

11 11

AREA OF WORK

00 4 8 16

0 2 4 8

0 2 4 80 1 2 4

00 4 8 16

SHEET NOTES

SHEET KEY NOTES

DocuSign Envelope ID: E26C3B4A-3E59-4539-B825-8DACFEE00F57

7/21/2021

AutoCAD SHX Text x

AutoCAD SHX Text

LINDEN BLVD.

AutoCAD SHX Text x

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

GRASS INFIELD

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

AutoCAD SHX Text CIVIL ENGINEER: Brett Basquin, PE 2128 Moores Mill Road Suite C Auburn, AL 36830 (O) 334.887.6064 ext. 302 (F) 334.887.6024 BRETT BASQUIN, SOLE PROPRIETOR

AutoCAD SHX Text

25'-5 1/2"

'-0

EDGE OF EXISTING

BUILDING

3'- 0"

11'-5 1/2"

'-1

1'-0"

8'-0" 8'-4 1/2" 1'-0" 1'-4 1/2"

1'-0"

1'-0" 1'-4 1/2"

'-3

DSDS

3'- 0"

101A

101C

102MECHANICAL

ROOM

FEC

DS DS

NEW WORK

1. EDGE OF NEW CONCRETE SLAB.

2. LOCATION OF EXISTING CONDUITS THROUGH ROOF.

3. APPROXIMATE LOCATION OF EXHAUST.

4. COLUMNS TO BE LAND IN CONCRETE SLAB NOT TO

INTERFERE WITH LOWER ACCESS PLATFORM OR OPEN

YARD.

5. PROPOSED UPPER PLATFORM ACCESS - BY GENERATOR

ENCLOSURE VENDOR.

6. STRUCTURAL SUPPORT POINTS FOR CONDUIT BANK - BY

GENERATOR ENCLOSURE VENDOR.

:0 2:

B85, B86, B87

A-102

DGC, NPMWVS

CONC SLAB AND PLATFORM LAYOUT

3 6

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

KEY PLAN:

JULY 20, 2021

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

630A4-18-415

VA NEW YORK HARBOR HEALTHCARE

SYSTEM, ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468

19-227

BID DOCUMENTS

NORTH

FULLY SPRINKLERED

20-1-SA

1 CONCRETE SLAB PLAN

1/4" = 1'-0"2 PLATFORM PLAN

1/4" = 1'-0"

AREA OF WORK

SHEET KEY NOTES

0 2 4 8 0 2 4 8

DocuSign Envelope ID: E26C3B4A-3E59-4539-B825-8DACFEE00F57

7/21/2021

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LINDEN BLVD.

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PARKING

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GRASS INFIELD

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PARKING

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AutoCAD SHX Text CIVIL ENGINEER: Brett Basquin, PE 2128 Moores Mill Road Suite C Auburn, AL 36830 (O) 334.887.6064 ext. 302 (F) 334.887.6024 BRETT BASQUIN, SOLE PROPRIETOR

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DocuSign Envelope ID: E26C3B4A-3E59-4539-B825-8DACFEE00F57

7/21/2021

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LINDEN BLVD.

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AutoCAD SHX Text CIVIL ENGINEER: Brett Basquin, PE 2128 Moores Mill Road Suite C Auburn, AL 36830 (O) 334.887.6064 ext. 302 (F) 334.887.6024 BRETT BASQUIN, SOLE PROPRIETOR

3'-5"3'-6 1/2"3'-4 1/2"3'-8"3'-7 1/2"3'-8"

A-501

35.13

A-501

3'-4 1/2" 3'-8" 3'-7 1/2" 3'-8"

A-501

36.20

TOP OF GEN. ENCLOSURE SLAB

TYP.

2'-10 1/2"2'-10 1/2"2'-10 1/2"

34.28 +/-

40.20

ASSUMED

FLOOR HEIGHT

GENERATOR ENCLOSURE

36.20

TOP OF GEN. ENCLOSURE SLAB

35.13

35.06

5'-0" 34.28

4'- 0"

:0 3:

B85, B86, B87

A-502

DGC, NPMWVS

PARTIAL PLAN, SECTIONS AND

ELEVATIONS

5 6

AREA OF WORK

3 FRONT ELEVATION

SCALE: 1/2" = 1'-0"

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

KEY PLAN:

JULY 20, 2021

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

630A4-18-415

VA NEW YORK HARBOR HEALTHCARE

SYSTEM, ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468

19-227

BID DOCUMENTS

NORTH

FULLY SPRINKLERED

20-1-SA

1 ELEVATION STAIR A

SCALE: 1/2" = 1'-0"

0 1 2 4

2 ELEVATION STAIR B

SCALE: 1/2" = 1'-0"

0 1 2 4

4 BACK ELEVATION

SCALE: 1/2" = 1'-0"

0 1 2 4

1. PREFABRICATED GALVANIZED GRATED TREADS

1"D X 11"W, WITH INTEGRAL SAFETY NOSING.

BOLT OR WELD TO STRINGERS.

2. DOOR BY GENERATOR ENCLOSURE MANUFACTURER.

3. SELF CONTAINED GENERATOR ENCLOSURE BY

CONTRACTOR.

4. FLOOR LEVEL OF GENERATOR ENCLOSURE BEYOND, ALIGN

WITH METAL STAIR PLATFORM AND TOP TREAD.

5. STRUCTURAL CONCRETE PAD FOR GENERATOR ENCLOSURE

- SEE CIVIL DRAWINGS.

6. 1 1/4" GALVANIZED STEEL SQUARE NEWELS

7. 3/4" GALVANIZED STEEL SQUARE BALUSTERS

8. C12x10.6 STEEL CHANNEL

9. C12x10.6 STEEL CHANNEL STRINGER

10. STEEL ANGLE - L3x3x.25

11. STEEL TUBE - TS6xX.25

12. CONCRETE LANDINGS - SEE CIVIL DRAWINGS.

13. CONCRETE FOUNDATIONS / PEDESTAL TO 3'-6" BELOW GRAD.

14. INTERIOR PLATFORM COLUMNS TO BEAR ON STRUCTURAL

CONCRETE PAD.

15. LINE OF APPROXIMATE GRADE.

SHEET KEY NOTES

0 1 2 4

DocuSign Envelope ID: E26C3B4A-3E59-4539-B825-8DACFEE00F57

7/21/2021

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SAN

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SAN

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SAN

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SAN

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SAN

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8" WATER MAIN

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8" WATER MAIN

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8" WATER MAIN

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LINDEN BLVD.

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PARKING

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GRASS INFIELD

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PARKING

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MATCHLINE B

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(SEE SHEET E-6)

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(SEE SHEET E-3)

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MATCHLINE B

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MATCHLINE D

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MATCHLINE D

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(SEE SHEET E-6)

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(SEE SHEET E-5)

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SEE NOTE 1

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SEE NOTE 1

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AutoCAD SHX Text CIVIL ENGINEER: Brett Basquin, PE 2128 Moores Mill Road Suite C Auburn, AL 36830 (O) 334.887.6064 ext. 302 (F) 334.887.6024 BRETT BASQUIN, SOLE PROPRIETOR

STEEL FABRICATION TO BE DESIGNED

BY LICENSE STRUCT ENGINEER. SHOP

DRAWINGS REQUIRED.

EXISTING CONC

SIDEWALK

STL TUBE 2 X 2

BRACING TO EXISTING

BAR JOISTS. CONNECT

4 JOISTS MIN.

NEW ELECTRICAL

EQUIPMENT

A-503

'-0

" M

A-502

NEW CONCRETE

PEDESTAL AND

FOUNDATIONS AS

PER STRUCT. ENG.

NEW GENERATOR

ENCLOSURE

STRUCTURAL SUPPORT POINTS FOR

CONDUIT BANK - BY GENERATOR

ENCLOSURE VENDOR.

8" MI

FLASH AS PER MANUFACTURER'S

STANDARD DETAILS

LINE OF NEW DUCT BANK

NEW TREATED CONTINOUS WOOD

BLOCKING

EXISTING ELECTRICAL

BUILDING VAULT 164

NEW GUTTER AND

DOWNSPOUT

STEEL FABRICATION TO BE DESIGNED

BY LICENSED STRUCT ENGINEER. SHOP

DRAWINGS REQUIRED.

PRECAST CONCRETE SPLASH

BLOCK 12" W X 18" L X 24" H

A-503

18 GA. STAINLESS STEEL COVER.

ALL SEAMS TO CONFORM TO

SMACNA ARCH. SHEET METAL

MANUAL, 7TH ED.

EXISTING CONCRETE

WALK - SEE CIVIL

NEW ROOFING SYSTEM

SEE DETAILS A-101

LINE OF APPROX.

GRADE AT BLDG.

THOROUGHLY CLEAN AND PAINT

EXISTING LOUVER AND DAMPER.

PROVIDE PRIMER AND HEAVY DUTY

URETHANE TOPCOAT.

THOROUGHLY CLEAN AND PAINT

EXISTING LOUVER AND DAMPER.

PROVIDE PRIMER AND HEAVY DUTY

URETHANE TOPCOAT.

NEW METAL COPING

18 GA. STAINLESS STEEL COVER.

ALL SEAMS TO CONFORM TO

SMACNA ARCH. SHEET METAL

MANUAL, 7TH ED.

EXISTING ELECTRICAL

BUILDING VAULT 164

A-503

STANDING SEAMS

TYPICAL

COORDINATE CURB AND

CONDUIT COVER WATER

TIGHTNESS WITH

GENERATOR ENCLOSURE

SUPPLIER

A-501

A-101

A-503

3'- 8"

2'-0"

2'- 1"

EXISTING ELECTRICAL

BUILDING VAULT 164

A-503

A-101

A-503

EXISTING ELECTRICAL

BUILDING VAULT 164

CONDUIT BANK -

SEE ELECTRICAL DWGS

STEEL FABRICATION TO BE

DESIGN BY LICENSE STRUCT

ENGINEER. SHOP DRAWINGS

REQUIRED.

BACK TO BACK STEEL UNISTRUT

8'-0" O.C. MAX

1/2" TREATED PLYWOOD, ALL 4

SIDES. ATTACH TO STEEL FRAME

SINGLE CORNER SEAM - SLOPE

DOWN SLIGHTLY FOR WATER

RUN OFF

SINGLE CORNER SEAM

18 GA. STAINLESS STEEL COVER.

ALL SEAMS TO CONFORM TO

SMACNA ARCH. SHEET METAL

MANUAL, 7TH ED.

STAINLESS STEEL COVER NOTES

SURROUND FABRICATED IN 2 PIECES

SHAPE OF FIRST PIECE FROM 4'X 10' SHEET

FORMING 3 SIDES.

SHAPE OF SECOND PIECE - FLAT SIDE,

ATTACHED VIA CLIPS TO PLYWOOD

STAINLESS STEEL COVER NOTES

SINGLE CORNER SEAM

REFER TO SMACNA ARCH. SHEET METAL MANUAL, 7TH ED.

STANDING SEAM

NEW GENERATOR

ENCLOSURE

NEW GENERATOR

ENCLOSURE

1 METAL FABRICATION PLANS

SCALE: 1/4" = 1'-0"

:0 4:

B85, B86, B87

A-503

DGCWVS

ENLARGED ROOF PLAN, SECTION,

DETAILS

6 6

5 SECTION

SCALE: 1/4" = 1'-0"

2 DUCT BANK COVER PLAN

SCALE: 1/4" = 1'-0"

STRUCTURAL

ELECTRICAL

LEGEND

AREA OF WORK

7 SECTION DETAIL

SCALE: 1-1/2" = 1'-0"

3 ELEVATION

SCALE: 1/4" = 1'-0"

4 ELEVATION

SCALE: 1/4" = 1'-0"

6 SECTION DETAIL

SCALE: 1-1/2" = 1'-0"

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

KEY PLAN:

JULY 20, 2021

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

630A4-18-415

VA NEW YORK HARBOR HEALTHCARE

SYSTEM, ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468

19-227

BID DOCUMENTS

NORTH

FULLY SPRINKLERED

20-1-SA

0 2 4 8

DocuSign Envelope ID: E26C3B4A-3E59-4539-B825-8DACFEE00F57

7/21/2021

AutoCAD SHX Text

LINDEN BLVD.

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text A

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CIVIL ENGINEER: Brett Basquin, PE 2128 Moores Mill Road Suite C Auburn, AL 36830 (O) 334.887.6064 ext. 302 (F) 334.887.6024 BRETT BASQUIN, SOLE PROPRIETOR

	2021-07-21T08:48:31-0700
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