Drawings_Building 8 Reno.pdf

PDF 7 MB Posted May 1, 2020

Attached to: Building 8 Renovation Federal contract opportunity
Solicitation number: W50S8J-20-R-0005
Issued by: Department of the Army New York Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This pre-solicitation notice provides information for the renovation of Building 8 at Stratton Air National Guard Base in Scotia, New York. The project scope includes interior renovations to support ongoing base operations. The solicitation number is W50S8J-20-R-0005 and will be issued by the Department of the Army New York Army National Guard. Interested offerors should monitor the Federal Business Opportunities website for release of the full solicitation containing proposal due dates, evaluation criteria, and anticipated award timing. The pre-solicitation notice refers offerors to attached drawings and specifications to review project details in advance of the solicitation release.

View the file

Other files for this federal contract opportunity

Other files attached to Building 8 Renovation, newest first.
File	Type	Posted
Amendment 0003 - W50S8J20R0005-0003.pdf	PDF	Jun 8, 2020
W50S8J-20-R-0005-0002 - Extend Due Date.pdf	PDF	Jun 3, 2020
Bldg 8 Reno Site Visit Sign-In _ 22May20.pdf	PDF	May 26, 2020
W50S8J-20-R-0005-0001 Bldg 8 Reno.pdf	PDF	May 26, 2020
Building 8 Drawings - Complete.pdf	PDF	May 6, 2020
RFP W50S8J-20-R-0005_Bldg 8 Reno.pdf	PDF	May 1, 2020
Specifications_Building 8 Reno.pdf	PDF	May 1, 2020
Exhibits B and C - Past Peformance Reference Questionnaire.docx	DOCX document	May 1, 2020
Exhibit A- Technical Evaluation - Subfactor 1.docx	DOCX document	May 1, 2020
Synopsis-Pre-Solicitation Notice _ Bldg 8 Reno.pdf	PDF	Mar 5, 2020

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3101 WILSON BOULEVARD, SUITE 900

ARLINGTON, VIRGINIA 22201

T: 703-682-4900 F: 703-682-4901 www.aecom.com

SHEET TITLE

COVER

I/R DATE DESCRIPTION

ISSUE/REVISION

SHEET NUMBER

G001

NEW YORK AIR NATIONAL GUARD

109TH AIRLIFT WING

PROJECT NUMBER: VBDZ162002

REPAIR MAINTENANCE

HANGAR, BUILDING 8

1 AIR NATIONAL GUARD ROAD

SCOTIA, NY 12302

B3 - FINAL

SEPTEMBER 16, 2019

VOLUME 1 OF 1

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

PNORTH

TNORTH

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3

09-16-2019 FINAL

D john.haselby Stamp

VICINITY MAP SITE MAP BUILDING DATA

ARCHITECTURAL SYMBOLS LEGEND

ARCHITECTURAL ABBREVIATIONS

VINYL COMPOSITION TILE

VERTICAL(LY)

VERIFY IN FIELD

VISION OPENING

QUARRY TILE

MATERIAL

MAXIMUM

METAL CEILING

MOUNTED

MECHANICAL

MECH. EQUIPMENT ROOM

MINIMUM

MILLIMETER

MASONRY OPENING

MEGA PASCAL

METAL

MULLION

LENGTH

LAVATORY

LEAD COATED COPPER

LOW POINT

NORTH

NATIONAL ELECTRIC CODE

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

RADIUS

RUBBER BASE

ROOF DRAIN

REFER, REFERENCE

REFLECTED

REINFORCED

REQUIRED

ROUGH OPENING

REVISION

ROOM

ROOF TOP UNIT

SIMILAR

SINGLE PLY MEMBRANE

SOLID SURFACE MATERIAL

STAINLESS STEEL

STEEL

STORAGE

SUSPENDED

ON CENTER

OVERHEAD, OPPOSITE HAND

OPENING

OPPOSITE

PUBLIC ACCESS CONTROL

PARTITION

PEDESTRIAN

PACKAGE

PLASTIC LAMINATE

PLUMBING

PRESSURE TREATED

PAINTED

PAVEMENT

UNDERSIDE

UNLESS NOTED OTHERWISE

THERMAL ACOUSTICAL BATT

THICK(NESS)

TOTAL LENGTH OPENING

TYPICAL

TOP OF

TOILET PARTITION

WIDE, WIDTH, WEST

WITH

WOOD

WALK-THRU METAL DETECTOR

FAB

FEC

FIN

FLR

FINISHED FLOOR

FABRIC

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FINISH(ED)

FLOOR

DOUBLE

DEMOLISH

DETAIL

DIAMETER

DIMENSION

DOWN

DOOR

DOWN SPOUT

DRAWING(S)

DBL

DEMO

DET

DIA

DIM

DWG(S)

VCT

VERT

VIR

V/O

JANITORJAN

LAV

L.C.C.

MATL

MAX

MTD

MECH

MER

MIN

MPa

MTL

MULL

NEC

NIC

NOM

NTS

A/C

ACCU

AFF

AHU

ALUM

ANOD

ARCH

ACT

ALS

BUILDING

BOTTOM

BOARD

BLDG

BOT

CAC

CFCI

CFGI

CFL

CLG

CLO

CLR

CMU

CONC

CONT

CONST

CONTR

CPT

CTR

COMPOUND ACCESS CONTROL (FACILITY)

CONTR. FURNISHED & CONTR. INSTALLED

CONTR. FURNISHED & GOV'T INSTALLED

COMPACT FLUORESCENT

CAST IRON

CEILING

CONTROL JOINT

CLOSET

CLEAR

CONCRETE MASONRY UNIT

COMPANY

CONCRETE

CONTINUOUS

CONSTRUCTION

CONTRACTOR

CARPET

CERAMIC TILE

CENTER

AIR CONDITIONER

AIR CONDITIONING CONDENSING UNIT

AREA DRAIN

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

ALUMINUM

ANODIZED

ARCHITECT(URE, URAL)

ACOUSTICAL CEILING PANEL

ACRYLIC LATEX SEALANT

ACOUSTIC SEALANT

OPG

OPP

PAC

PART

PED

PKG

PLAM

PLBG

PTD

PVMT

REF

REFL

REINF

REQD

REV

RTU

SIM

SPM

SSM

SST

STL

STOR

SUSP

TAB

THK

TLO

TYP

T/O

U/S

UNO

EAST

EACH

EXPANSION JOINT

ELECTRICAL

ELEVATION

ENCLOSURE

EQUAL

EQUIPMENT

EXPANSION

EXTERIOR

EXISTING

ELEC

ENCL

EQMT

EXP

EXT

EXST

GALV

GEN

GFCI

GFE

GFGI

GRAN

GYP BD

GWB

GALVANIZED

GENERAL

GOV'T FURNISHED CONTR INSTALLED

GOV'T FURNISHED EQUIPMENT

GOV'T FURNISHED GOV'T INSTALLED

GUARD RAIL

GRANITE

GYPSUM BOARD

GYPSUM WALL BOARD

WTMD

HAND

HIGH POINT

HAND RAIL

HEAT RESISTANT STEEL

HEIGHT

INFORMATION

INSULATION

HRS

INFO

INSUL

SECTION SYMBOLS

CONCRETE

CONCRETE MASONRY UNITS

STEEL

GLASS

GYPSUM BOARD

BLANKET INSULATION

RIGID INSULATION

ROUGH CARPENTRY

WOOD OR METAL SHIM

OR SPACER

I. APPLICABLE CODES AND REGULATIONS:

UFC 1-200-01, Design: General Building Requirements, Change 2, 1 November 2014

UFC 1-200-02, High Performance and Sustainable Building Requirements, Change 3, 7 November 2014

UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems, Change 1, October 2014

UFC 3-600-01, Fire Protection Engineering For Facilities, Change 3, 1 March 2013

UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings, Change 1, 1 October 2013

UFC 4-010-02, DoD Minimum Antiterrorism Standoff Distances for Buildings, 9 February 2012

UFC 4-021-01, Design and O&M: Mass Notification Systems, Change 1, January 2010

Air Force Handbook 32-1084 Facility Requirements, 30 September 2003

Air Force Manual (AFM) 32-1071 on Security Engineering

AFM 32-1070 Plumbing Technical Manual, 1993

Air National Guard Engineering Technical Letter (ANGETL) 01-1-1, Air National Guard Design Policy, revised 2004

ANGETL 10-03, Air National Guard Design Objectives and Procedures, Tab C

ANGETL 01-1-1, Air National Guard Design Policy, Tab D, March 2004

ANGETL 98-2, "Compliance With Handicapped Accessibility Standards, 16 Dec 2011

ANGETL 01-18, Fire Protection Engineering Criteria - Electronic Equipment Installations, 24 October 2001

ICC/ANSI Handicapped Accessibility, 2009

Installation Force Protection Guide, Current Version

International Building Code (IBC) With Adopted Local Amendments, 2015 Edition

International Plumbing Code (IPC), 2015 Edition

International Fuel Gas Code (IFGC), 2015 Edition

International Mechanical Code (IMC), 2015 Edition

International Fire Code (IFC), 2015 Edition

NFPA 1 - National Fire Protection Code, 2018 Edition

NFPA 10 - Standard for Portable Fire Extinguishers, 2018 Edition

NFPA 13 - Standard for The Installation Of Sprinkler Systems, 2016 Edition

NFPA 70 - National Electric Code, 2014 Edition

NFPA 72 - National Fire Alarm Code, 2016 Edition

NFPA 101 - Life Safety Code, 2018 Edition

NFPA 220 - Standards on Types of Building Construction, 2018 Edition

ASHRAE Standard 62.1 2013, Ventilation for Acceptable Indoor Air Quality

ASHRAE Standard 90.1 2013, Energy Standard for Buildings

USAF memorandum: Sustainable Development Policy

4" FROM FINISHED

FACE OF WALL TO

OUTER EDGE OF

FRAME

TYPICAL DOOR LOCATION TO BE 4" FROM FACE OF PARTITION TO OUTER EDGE OF JAMB AT

HINGE SIDE, ALLOWING A 90° SWING, UNLESS OTHERWISE NOTED. PROVIDE AT LEAST 1'-6"

FROM FACE OF FRAME STOP TO THE NEAREST OBSTRUCTION AT THE LATCH/PULL SIDE OF

DOOR, AND 1'-0" AT THE LATCH/PUSH SIDE. UNLESS OTHERWISE NOTED.

DOOR LOCATION

A-101

REF. SCALE:

DETAIL

A-101 A-101 1/8" = 1'-0"

A-101

DIRECTION

OF VIEW

SECTION

NUMBER

SHEET NUMBER

WHERE SECTION

IS DRAWN

AREA REQUIRING

DETAIL

SHEET NUMBER

WHERE DETAIL

IS DRAWN

DETAIL

NUMBER

SECTION INDICATOR

PLAN DETAIL INDICATOR

TITLE INDICATOR

DETAIL

NUMBER

TITLE OF

DRAWING

SHEET NUMBER

WHERE DRAWING

IS REFERENCED

SHEET NUMBER

WHERE DRAWN

DWG

SCALE

DIRECTION OF VIEW

ELEVATION

NUMBER

SHEET NUMBER

WHERE ELEVATION

IS DRAWN

ELEVATION INDICATOR

ELEVATION

TARGET

NORTH ARROW

WINDOW TAG

PARTITION TAG

DOOR TAG

ALIGN

EL.

LEVEL

A-101

PNORTH

TNORTH

KEYED NOTE

SHEET TITLE

INFORMATION

I/R DATE DESCRIPTION

ISSUE/REVISION

SHEET NUMBER

G002

PNORTH

TNORTH

BUILDING 8

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

PNORTH

TNORTH

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3

09-16-2019 FINAL

STRATTON ANG BASE

SCHNENECTADY

COUNTY AIRPORT

SHEET TITLE

LIFE SAFETY

LEGEND AND CODE ANALYSIS

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3 09-16-2019 FINAL

SHEET NUMBER

LS001

LIFE SAFETY APPLICABLE CODES/STANDARDS

NOTE: THE BUILDING WAS CONSTRUCTED TO THE 1993 CODES, RULES AND REGULATIONS OF THE

STATE OF NEW YORK (NYSC). THE WORK COMPLETED AS PART OF THIS PROJECT WILL

COMPLY WITH THE CODES AND STANDARDS LISTED BELOW; HOWEVER, THE AREAS

OUTSIDE THE SCOPE OF WORK WILL REMAIN IN ACCORDANCE WITH THE ORIGINAL CODE

OF RECORD.

UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, CHANGE 2, 1 NOVEMBER 2014

UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, CHANGE 3, 1 MARCH 2013

UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, CHANGE 1, 1 OCTOBER

ANG ETL 10-03, AIR NATIONAL GUARD DESIGN OBJECTIVES AND PROCEDURES, TAB C

ANG ETL 15-01-00, AIR NATIONAL GUARD DESIGN POLICY, TAB D

ANG ETL 15-01-03, FIRE PROTECTION DESIGN GUIDANCE, MAY 2015

INTERNATIONAL BUILDING CODE (IBC) WITH ADOPTED LOCAL AMENDMENTS, 2015 EDITION

INTERNATIONAL FIRE CODE (IFC), 2015 EDITION

NFPA 1, FIRE CODE, 2018 EDITION

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018 EDITION

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION

NFPA 70, NATIONAL ELECTRICAL CODE, 2014 EDITION

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2016 EDITION

NFPA 101, LIFE SAFETY CODE, 2018

REFER TO DRAWING G-002 FOR A COMPLETE LIST OF APPLICABLE CODES FOR THIS PROJECT.

OCCUPANCY CLASSIFICATION

NFPA 101 OCCUPANCY CLASSIFICATIONS IN THE AREAS OF WORK:

- BUSINESS (NFPA 101, 6.1.11)

- STORAGE (NFPA 101, 6.1.13)

CONSTRUCTION CLASSIFICATION, HEIGHTS/AREAS

NOTE: THIS PROJECT WILL NOT IMPACT THE EXISTING CONSTRUCTION TYPE, BUILDING HEIGHT, OR BUILDING AREA LIMITATIONS. CONSTRUCTION TYPE, ALLOWABLE HEIGHTS, AND

ALLOWABLE AREAS LISTED BELOW ARE IN ACCORDANCE WITH THE CODE OF RECORD AT

THE TIME OF ORIGINAL CONSTRUCTION. CONSTRUCTION TYPE, ALLOWABLE HEIGHTS,

ALLOWABLE AREAS, AND ASSOCIATED CODE REFERENCES ARE FROM ORIGINAL BUILDING

CONSTRUCTION DRAWING A1 DATED 22 JULY 1996.

CONSTRUCTION TYPE: IIB (NYSC PART 704)

ALLOWABLE BUILDING HEIGHT (SUPPORT AREAS): 40 FEET, ONE STORY (NYSC TABLE V1-705)

ALLOWABLE BUILDING HEIGHT (HANGAR BAY): UNLIMITED, ONE STORY (NYSC TABLE V1-705)

ALLOWABLE AREA PER STORY: UNLIMITED (NYSC TABLE V1-705)

INTERIOR FIRE PARTITIONS

INTERIOR FIRE RATINGS ARE SHOWN ON LIFE SAFETY PLAN, DRAWING LS101.

BUILDING SEPARATION

THE EXISTING BUILDING SEPARATION DISTANCES WILL NOT BE AFFECTED BY THIS PROJECT.

OPENING PROTECTIVES

1-HOUR FIRE BARRIER WALLS: 45 MINUTE RATED DOOR (IBC TABLE 716.5, NFPA 101 TABLE 8.3.3.2.2)

INTERIOR FINISH RATINGS

INTERIOR WALL AND CEILING FINISHES: CLASS C MINIMUM (NFPA 101, 38.3.3.2.2)

INTERIOR FLOOR FINISHES: CLASS II MINIMUM (NFPA 101, 10.2.7)

MEANS OF EGRESS

EGRESS REQUIREMENTS SHALL BE PER NFPA 101 FOR A FULLY SPRINKLERED BUILDING.

OCCUPANT LOAD FACTORS (NFPA 101, TABLE 7.3.1.2)

- BUSINESS: 100 SQFT/PERSON, GROSS

- ASSEMBLY: 15 SQFT/PERSON, NET

- STORAGE: 300 SQFT/PERSON, GROSS

- FIXED: WHERE THE CALCULATED OCCUPANT LOAD BASED ON AREA PER PERSON IS LESS THAN

THE NUMBER OF SEATS IN A SPACE, THE NUMBER OF SEATS WILL BE USED FOR THE OCCUPANT

LOAD OF THE SPACE.

- LOCKER ROOMS: 50 SQFT/PERSON, GROSS (IBC TABLE 1004.1.2)

EGRESS CAPACITIES:

- DOORS/CORRIDORS: CLEAR WIDTH / 0.2 INCHES PER PERSON (NFPA 101, TABLE 7.3.3.1)

EXIT ACCESS TRAVEL DISTANCE LIMITS:

- BUSINESS: 300 FT (NFPA 101, 38.2.6.3)

- STORAGE: 400 FT (NFPA 101, TABLE 42.2.6)

COMMON PATH OF TRAVEL LIMITS:

- BUSINESS: 100 FT (NFPA 101, 38.2.5.3.1)

- STORAGE: 100 FT (NFPA 101, TABLE 42.2.5)

DEAD END LIMITS:

- BUSINESS: 50 FT (NFPA 101, 38.2.5.2.1)

- STORAGE: 100 FT (NFPA 101, TABLE 42.2.5)

SEE LIFE SAFETY FLOOR PLAN DRAWING LS101 FOR OCCUPANT LOAD CALCULATIONS, TRAVEL

DISTANCE MEASUREMENTS, AND EGRESS CAPACITIES IN THE AREAS OF WORK.

EMERGENCY LIGHTING AND EXIT SIGNS:

EXIT SIGNS WILL BE PROVIDED TO MARK EXITS AND DIRECT OCCUPANTS TOWARDS EXITS PER NFPA

101, 7.10. EMERGENCY LIGHTING WILL BE PROVIDED FOR ALL MEANS OF EGRESS IN THE AREAS OF

WORK PER NFPA 101, 7.9. REFER TO E-SERIES DRAWINGS FOR LOCATIONS OF EXIT SIGNS AND

EMERGENCY LIGHTS.

FIRE SPRINKLER SYSTEM

THE HANGAR SUPPORT AREAS ARE PROTECTED BY AN EXISTING WET PIPE SPRINKLER SYSTEM

THROUGHOUT AND A DRY STANDPIPE SYSTEM WITH FIRE HOSE VALVES LOCATED THROUGHOUT

THE AREA OF WORK. THE HANGAR BAY IS PROTECTED BY EXISTING FOAM MONITORS. SPRINKLER

LOCATIONS IN THE AREAS OF WORK WILL BE MODIFIED TO PROVIDE FULL SPRINKLER COVERAGE IN

ACCORDANCE WITH NFPA 13. REFER TO FP-SERIES DRAWINGS FOR ADDITIONAL INFORMATION.

FIRE ALARM SYSTEM

THE BUILDING IS PROTECTED BY AN EXISTING NOTIFIER MODEL NFS-320 FIRE ALARM SYSTEM.

NOTIFICATION IS VIA COMBINATION HORN/STROBES LOCATED IN THE CORRIDORS AND BATHROOMS.

EXISTING FIRE ALARM DEVICES WILL BE RELOCATED, AND NEW APPLIANCES WILL BE PROVIDED, AS

NECESSARY TO PROVIDE FULL NOTIFICATION COVERAGE IN ACCORDANCE WITH NFPA 72. REFER TO

FA-SERIES DRAWINGS FOR ADDITIONAL INFORMATION.

FIRE EXTINGUISHERS

PORTABLE FIRE EXTINGUISHERS ARE EXISTING TO REMAIN IN THE AREAS OF WORK.

FIRE ALARM REPORTING

THE FIRE ALARM SYSTEM REPORTS TO THE FIRE DEPARTMENT VIA AN EXISTING MONACO

TRANSMITTER. THE FIRE ALARM REPORTING SYSTEM WILL NOT BE AFFECTED BY THIS PROJECT.

HAZARDOUS AREAS

ALL AREAS OF WORK ARE CLASSIFIED AS ORDINARY HAZARD PER NFPA 101, 6.2.2. THERE ARE NO

HIGH-HAZARD AREAS.

SECURITY AND ANTITERRORISM

THIS PROJECT DOES NOT HAVE ANY SPECIAL SECURITY OR ANTITERRORISM REQUIREMENTS IN

ACCORDANCE WITH UFC 4-010-01 SECTION 1-8.2.

FIRE DEPARTMENT ACCESS

FIRE DEPARTMENT ACCESS TO THE BUILDING WILL NOT BE AFFECTED BY THIS PROJECT.

AAA

BBB

CCC

DDD

EEE

COMMON PATH OF TRAVEL DISTANCE

DEAD END DISTANCE

1 HOUR FIRE RATED WALL

XX = EXIT LOAD (PERSONS)

YY = EXIT CAPACITY (PERSONS)

EGRESS DIRECTION

AAA = AREA NAME

BBB = OCCUPANCY

CCC = AREA (SQFT)

DDD = OCCUPANT LOAD FACTOR (SQFT/PERSON)

EEE = OCCUPANT LOAD

LIFE SAFETY LEGEND

I/R DATE DESCRIPTION

ISSUE/REVISION

RAMP UP

A B D E F G H J K

TYP.

D N

EXISTING PLANTER TO REMAIN

(NIC)

RAMP UP

A B D E F G H J K

TYP.

D N

REF

NOTE:

(4) ADA COMPLIANT

LOCKERS ARE

REQUIRED IN MENS

LOCKER ROOM

NOTE:

(1) ADA COMPLIANT

LOCKER IS REQUIRED

IN WOMENS LOCKER

ROOM

PS&D

BUSINESS, B

355 SQFT.

100 SQFT. PER PERSON

4 PERSONS

CONF. ROOM

ASSEMBLY, A-3

358 SQFT.

15 SQFT. PER PERSON

24 PERSONS

FLT OFFICES

BUSINESS, B

431 SQFT.

100 SQFT. PER PERSON

5 PERSONS

MOF/MOF CC

BUSINESS, B

247 SQFT.

100 SQFT. PER PERSON

3 PERSONS

TRAINING

BUSINESS, B

333 SQFT.

100 SQFT. PER PERSON

4 PERSONS

MOC

BUSINESS, B

625 SQFT.

NO. OF SEATS

10 PERSONS

AMXS SUP/AMXS OIC

BUSINESS, B

194 SQFT.

100 SQFT. PER PERSON

2 PERSONS

OPEN OFFICE/PANTRY

BUSINESS, B

892 SQFT.

100 SQFT. PER PERSON

9 PERSONS

ALLOWABLE COMMON PATH: 100 FT

ACTUAL COMMON PATH: 56 FT

ALLOWABLE COMMON PATH: 100 FT

ACTUAL COMMON PATH: 51 FT

ALLOWABLE DEAD END: 50 FT

ACTUAL DEAD END: 45 FT

ALLOWABLE COMMON PATH: 100 FT

ACTUAL COMMON PATH: 95 FT

CORRIDOR

BUSINESS

479 SQFT.

100 SQFT/PERSON

5 PERSONS

LAUNDRY ROOM

STORAGE

107 SQFT.

300 SQFT/PERSON

1 PERSON

WOMEN'S

BUSINESS

707 SQFT.

50 SQFT/PERSON

15 PERSONS

MEN'S

BUSINESS

1517 SQFT.

50 SQFT/PERSON

31 PERSONS

USAP/AMXS SHIRT/AMXS CC

BUSINESS, B

280 SQFT.

100 SQFT. PER PERSON

3 PERSONS

ALLOWABLE COMMON PATH: 100 FT

ACTUAL COMMON PATH: 96 FT

SHEET TITLE

LIFE SAFETY

NEW WORK FLOOR PLAN

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

PNORTH

TNORTH

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3 09-16-2019 FINAL

SHEET NUMBER

LS101

LIFE SAFETY NEW WORK FLOOR PLAN

8 16 24 32 40

1/16" = 1'

SCALE

GRAPHIC SCALE:

FEET

I/R DATE DESCRIPTION

ISSUE/REVISION

AutoCAD SHX Text

PANTRY

AutoCAD SHX Text

PS&D

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

CONF.

AutoCAD SHX Text

FLT OFFICE

AutoCAD SHX Text

FLT OFFICE

AutoCAD SHX Text

FLT OFFICE

AutoCAD SHX Text

FLT OFFICE

AutoCAD SHX Text

AMXS/OIC

AutoCAD SHX Text

AMXS SUP.

AutoCAD SHX Text

AMXS CC

AutoCAD SHX Text

AMXS SHIRT

AutoCAD SHX Text

USAP

AutoCAD SHX Text

(NIC)

AutoCAD SHX Text

EX JC

AutoCAD SHX Text

EX ELEC.

AutoCAD SHX Text

MOC

AutoCAD SHX Text

EX OFFICE

AutoCAD SHX Text

EX OFFICE (NIC)

AutoCAD SHX Text

TRAINING

AutoCAD SHX Text

MOF CC

AutoCAD SHX Text

OPEN OFFICE

AutoCAD SHX Text

MOF

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

MEN'S

AutoCAD SHX Text

SHOWER

AutoCAD SHX Text

WOMEN'S

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

WOMEN'S

AutoCAD SHX Text

SHOWER

AutoCAD SHX Text

MEN'S

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

MEN'S

AutoCAD SHX Text

LOCKER

AutoCAD SHX Text

WOMEN'S

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

LAUNDRY

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

VESTIBULE

AutoCAD SHX Text

MAINTENANCE BAY

AutoCAD SHX Text

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

LS101

AutoCAD SHX Text

O N

O R

A I L

I S

A B D

D N

RAMP UP

TYP.

H J K

SHEET TITLE

DEMOLITION FLOOR PLANS

I/R DATE DESCRIPTION

ISSUE/REVISION

GENERAL NOTES

1. DEMOLISH ALL CEILINGS INCLUDING LIGHT FIXTURES

2. DEMOLISH ALL FLOORING MATERIALS TO EXPOSED CONCRETE

LEGEND

EXISTING PARTITION TO REMAIN

PARTITION TO BE DEMOLISHED

EXISTING DOOR TO REMAIN

DOOR TO BE DEMOLISHED

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

PNORTH

TNORTH

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3

09-16-2019 FINAL

SHEET NUMBER

AD101

4 8 12

1/8" = 1'

SCALE

GRAPHIC SCALE:

16 20

FEET

KEYED NOTES

1 DEMOLISH CASEWORK AND PLUMBING FIXTURES

2 REMOVE STAIR HANDRAIL AND ACCESSORIES.

3 DEMOLISH FIRE CABINET

4 DEMOLISH EXISTING SHOWER AND SHOWER ACCESSORIES.

5 DEMOLISH EXISTING COUNTER AND ASSOCIATED PLUMBING FIXTURES AND

FIXTURE ACCESSORIES.

6 DEMOLISH EXISTING ENAMEL PARTITION AND ASSOCIATED PLUMBING FIXTURES

AND ACCESSORIES.

7 DEMOLISH EXISTING ENAMEL PARTITION AND ASSOCIATED PLUMBING FIXTURES

8 DEMOLISH GYPSUM BOARD LAYER ONLY

TRENCH CONCRETE FLOOR FOR NEW FLOOR MOUNTED DATA /

ELECTRICAL OUTLETS

DEMOLISH DOOR AND FRAME

SAWCUT WALL FOR NEW DOOR OPENING. SEE 8/A402.

DEMOLISH DOOR. LEAVE EXISTING FRAME.

REMOVE CONCRETE SLAB AS NECESSARY TO PROVIDE SLOPE TO

DRAINS

RAMP UP

A B D E F G H J K

D N

(NIC)

R A

ET TE

A101

A102

A101

ROOF

SHEET TITLE

OVERALL NEW WORK FLOOR PLAN

I/R DATE DESCRIPTION

ISSUE/REVISION

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

PNORTH

TNORTH

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3

09-16-2019 FINAL

SHEET NUMBER

A001

A B D

D N

EXISTING PLANTER TO REMAIN

101 102

108109

A402

1 2

16'

8'-2" 8'-1" 8'-1"

5'-5" 5'-4"

16'-4"

8'-1"

7'-2" 8'-1" 8'-1"

3'-5"

A402

R A

ET TE

TYP

RAMP UP

(NIC)

A401

2 2

6'-11" 5'-6"

12'-8

1'-9"

15'-5"

17'-6" 5'

14'-10"

9'-5"

2'-2"

4'-6" 1'

1 2

H J K

SHEET TITLE

NEW WORK FLOOR PLANS

I/R DATE DESCRIPTION

ISSUE/REVISION

LEGEND

EXISTING PARTITION TO REMAIN

NEW PARTITION

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

PNORTH

TNORTH

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3

09-16-2019 FINAL

SHEET NUMBER

A101

STRUCTURAL SHOP (NIC)

KEYED NOTES

1 PATCH AND REPAIR GYPSUM BOARD WHERE PARTITION REMOVED

2 NEW GYPSUM BOARD ON EXISTING METAL STUDS

3 FULL HEIGHT CERAMIC TILE

4 8 12

1/8" = 1'

SCALE

GRAPHIC SCALE:

16 20

FEET

NEW INTERIOR DOOR

EXISTING DOOR TO REMAIN

FIRE EXTINGUISHER CABINET

XXX

FEC

PAINT EXISTING METAL FRAME

CEILING MOUNTED SURVEILLANCE

CAMERA (NIC). GC TO PROVIDE CONDUIT

FOR CONNECTION

ACCESS CONTROL

CONCRETE SLAB INFILL

ADA DOOR OPERATOR BUTTON

PLASTIC LAMINATE COUNTER

ADA WHEELCHAIR LIFT

"x2"x2"x36" STEEL TUBE WELDED TO

"x3"x8" PLATE.

EXPANSION ANCHOR TO DECK

PAINT WALLS THIS AREA

PROVIDE CONTINUOS METAL BLOCKING FOR MONITORS

THIS WALL

SEMI RECESSED FIRE VALVE CABINET

SEMI RECESSED FIRE EXTINGUISHER CABINET

1 HOUR RATED SEMI RECESSED FIRE VALVE CABINET

1 HOUR RATED SEMI RECESSED FIRE EXTINGUISHER

CABINET

PROVIDE VCT FLOORING AND RUBBER BASE THIS AREA TO

MATCH EXISTING CORRIDOR FINISHES

LONG VENTING DRYER (NIC)19

DRYER VENT 9'-6" ABOVE FLOOR20

2' x 2' RAISED ACCESS FLOOR 6" ABOVE CONCRETE FLOOR21

QUAD ELECTRICAL OUTLET22

QUAD TELEPHONE OUTLET23

PHASE 1 PHASE 2

1'-4"

4' 5'

6'-5"5'

A B D E F G H

RAMP UP

4' 4'

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

PNORTH

TNORTH

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3

09-16-2019 FINAL

SHEET TITLE

NEW WORK FLOOR PLAN-

MAINTENANCE BAY

I/R DATE DESCRIPTION

ISSUE/REVISION

KEYED NOTES

1 6" WIDE PAINTED LINE. COLOR: SAFETY YELLOW

SHEET NUMBER

A102

4 8 12

1/8" = 1'

SCALE

GRAPHIC SCALE:

16 20

FEET

LEGEND

5 COAT EPOXY FLOOR COATING

A B D

D N

ET TE

PROVIDE NEW ACT CEILING

AND GRID THIS AREA TO

MATCH EXISTING CORRIDOR

CEILING

A402

5'-9

" 5'-9

2'-3

1 2

2'-3

5'-5

3'6'-6"

3'-4

6'-7"

SHEET TITLE

REFLECTED CEILING PLANS

I/R DATE DESCRIPTION

ISSUE/REVISION

LEGEND

RECESSED 2X2

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

PNORTH

TNORTH

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3

09-16-2019 FINAL

SHEET NUMBER

A111

STRUCTURAL SHOP (NIC)

4 8 12

1/8" = 1'

SCALE

GRAPHIC SCALE:

16 20

FEET

SUPPLY AIR GRILLE

24"x24" ACOUSTICAL CEILING TILE

PAINTED GYPSUM BOARD

CIRCULAR RECESSED DOWNLIGHT

LINEAR RECESSED DOWNLIGHT

RECESSED DOWNLIGHT

RETURN AIR GRILLE

NOTE: ALL NEW CEILING HEIGHTS 9'-0" ABOVE FLOOR

NOTE: ALL NEW CEILING HEIGHTS 9'-0" ABOVE

CONCRETE FLOOR EXCEPT MOC (RM 116) 9'-0" ABOVE

RAISED ACCESS FLOOR

A B D

D N

REF

R A

ET TE

RAMP UP

(NIC)

NOTE:

(4) ADA COMPLIANT

LOCKERS ARE

REQUIRED IN MENS

LOCKER ROOM

NOTE:

(1) ADA COMPLIANT

LOCKER IS REQUIRED

IN WOMENS LOCKER

ROOM

H J K

SHEET TITLE

FURNITURE PLANS

I/R DATE DESCRIPTION

ISSUE/REVISION

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

PNORTH

TNORTH

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3

09-16-2019 FINAL

SHEET NUMBER

A121

STRUCTURAL SHOP (NIC)

4 8 12

1/8" = 1'

SCALE

GRAPHIC SCALE:

16 20

FEET

NOTE: ALL FURNITURE AND EQUIPMENT NOT IN CONTRACT. FURNITURE AND EQUIPMENT

SHOWN ON THIS DRAWING IS FOR INFORMATION PURPOSES ONLY.

EHD

TTD

TTDS

TTDS TTDS

TSCD

5'-10"

3'-0"

SCR

SPN

FSSFSS

TPN

PTD

6'-2"

13'-6"

1 2

6'-2"

1 2

5'-0"

1"1"1"

4'-7"

1'-6

2'-8" 2'-8" 2'-8" 2'-8"

1'-6"

1'-6" 3'-6" 3'-6" 3'-6" 1'-6"

2'-5"2'-5"2'-5"1'-6"

USC

HOLD

2'-9" 2'-9" 2'-9"

2'-9"

16'-4"

6'-2"

1'-1"

A402

3' - 6" @ GB2

3' - 0" @ GB1

TTD

WC WC

PTDWR

TSCD

SND

UR UR

TPN

SNTD EHD

A X

8" 7"

A X

C C

E S

S I B

L Y

3'-0" MIN, UNO 6"

1'-6"

C C

E S

S I B

L Y

3'-6" MIN1'-0" MAX

I N

7 15/16"

I N

4'-6" MIN

SHOWER CURTAIN

SCR SHOWER CURTAIN ROD

SOAP DSPNSR, COUNTER MNT'D

SH SOAP HOLDER

TPN

METAL TOILET PARTITION

TOWEL HOOK

TOILET ACCESSORIES ABBR:

TSCD TOILET SEAT COVER DSPNSR

ADA GRAB BAR

TTD

TOILET TISSUE DSPNSR

TTDS COMBINATION TOILET PAPER

DISPENSER AND SANITARY

NAPKIN DISPOSAL

MIRROR

EHD

ELECTRIC HAND DRYER

EWC ELECTRIC WATER COOLER

PTD

COMBINATION PAPER TOWEL

DISPENSER / WASTE

RECEPTACLE

SPN HDPE SHOWER PARTITION. SEE 5/A-401

FSS FIBERGLASS SHOWER STALL

OST OFF SET TRAP

USC METAL URINAL SCREEN

MIRROR

CONT. BEAD OF SEALANT

RAD.

BULLNOSE

2" x 4"x1/4" STEEL

TUBE

SOLID SURFACE

COUNTERTOP,

BACK AND SIDE SPLASH

UNDER COUNTER

MOUNTED SINK

COUNTER MOUNTED SOAP

DISPENSER

CAULK OR FOAM

AROUND

PLUMBING

PENETRATIONS

OST

2" x 2"X

" STEEL TUBE SUPPORT LEG, 4

PLACES - WELD ALL AROUND TO

STEEL PLATE - KEEP AREA AROUND

ANCHOR BOLT FREE OF WELD

HILTI (OR SIMILAR) KB3 304SS 3/8

X 2 1/4 EXPANSION ANCHORS.

DRILL HOLES IN BASE PLATE PER

MFG. SIZE REQTS.

1/4" STEEL PLATE

SOLID SURFACE, FRONT APRON, AND

BACKSPLASH ON 3 SIDES.

STEEL RACK: ADJUST DIMENSIONS AS

NECESSARY TO ALLOW FOR ACTUAL

CONFIGURATION OF THE LAVATORY BOWLS.

WELD STEEL TUBES ALL AROUND AT

CONNECTIONS. GRIND TOP SURFACE SMOOTH.

AFTER DRYWALL IS IN PLACE SHIM BETWEEN

TUBES AND WALLS.

VANITY: SOLID SURFACE MATERIAL

AND THICKNESS AS PER SPECIFICATION. SET ON

STEEL RACK IN A BED OF SILICONE SEALANT.

SHIM BETWEEN FRONT APRON AND STEEL TUBE.

FRAME AND SUPPORT ALL VANITIES IN A SIMILAR

FASHION. PROVIDE ADDITIONAL TUBE SUPPORTS

AS NECESSARY FOR LARGER VANITIES.

NOTES:

2" x 4" x 1/4" STEEL

TUBES

A401

STRUCTURAL VANITY SUPPORTS BELOW

COUNTER, TYP.

A-401

2" x 2" x 1/4" STEEL

TUBE VERTICAL

SUPPORT (TYP. OF 4)

SHOWER

CURTAIN

HDPE SHOWER

PARTITION

HEADER

WALL

BRACKET

SHEET TITLE

ENLARGED TOILET ROOM PLANS

I/R DATE DESCRIPTION

ISSUE/REVISION

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

PNORTH

TNORTH

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3

09-16-2019 FINAL

SHEET NUMBER

A401

SKI STORAGE (NIC)

PLASTIC LAMINATE

BACKSPLASH AND

SIDESPLASH

PLASTIC LAMINATE

COUNTER

RUBBER COVE

BASE

PLASTIC LAMINATE

CABINETS

1" 2'-3" 3'-1" 3'-1" 3'-1" 1"

MIC

(NIC)

MICROWAVE SHELF

MIC

(NIC)

SIM

COPIER

(NIC)

9'-4"

2" 1'-6" 1'-6" 1'-6"

2" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 2"

PLASTIC LAMINATE

COUNTER

RUBBER COVE

BASE

PLASTIC LAMINATE

CABINETS

PREMANUFACTURED

40 SLOT METAL MAIL

SORTER

SIM

1'-2"

2'-1"

2'-0"

PLASTIC LAMINATE ON

" PARTICLE BOARD

COUNTERTOP AND

BACKSPLASH

PLASTIC LAMINATE ON

" PARTICLE BOARD

WIRE PULL

INTERIOR CABINET FINISH

TO BE WHITE MELAMINE

SINK. SEE PLUMBING

RUBBER COVE BASE

PLASTIC LAMINATE ON

" PARTICLE BOARD

INTERIOR CABINET FINISH

TO BE WHITE MELAMINE

WIRE PULL

RECESSED METAL

SHELF STANDARDS

PLASTIC LAMINATE ON

"PARTICLE BOARD SHELF

2'-1"

2'-0"

PLASTIC LAMINATE ON

PARTICLE BOARD COUNTERTOP

AND BACKSPLASH

PLASTIC LAMINATE ON

" PARTICLE BOARD

WIRE PULL

INTERIOR CABINET FINISH

TO BE WHITE MELAMINE

RUBBER COVE BASE

PLASTIC LAMINATE

DRAWER FRONT

RECESSED METAL

SHELF STANDARDS

PLASTIC LAMINATE ON

"PARTICLE BOARD SHELF

" PARTICLE BOARD TOP WITH

INTEGRAL BACKSPLASH AND

PLASTIC LAMINATE FACE AND

EDGES

PASS THROUGH GROMMET AT

4'-0" OC

" ALUMINUM ATTACHMENT

ANGLE BOTH SIDES

2 LAYERS

" PARTICLE

BOARD SUPPORT LEG WITH

PLASTIC LAMINATE ALL

EXPOSED FACES

ADJUSTABLE FEET

2'-0"

" LEDGER BOARD AT ALL

AREAS WHERE COUNTER

ABUTTS WALL

1'-0"

RECESSED LINEAR

LIGHT FIXTURE

CONTINUOUS ACROSS

COVE, SEE ELEC. DWGS.

1'-0"

" MOISTURE RESISTANT

GYPSUM BOARD ON

SUSPENDED METAL

FRAMING

3'-5"

SEQUENCE OF CONSTRUCTION

1. REMOVE AREAS OF EIFS AT EXTERIOR

WALL BY SAWCUTTING. SEE DETAILS H2

AND J2 SHEET A602 FOR EXTENT.

2. SAWCUT CMU WALL AND DEMOLISH

AREA OF NEW OPENING.

EXISTING BOND BEAM

AREA OF CMU WALL TO BE

REMOVED

EXISTING ALUMINUM STOREFRONT

SYSTEM

SUSPENDED ACT

CEILING

ALUMINUM EDGE

ANGLE

" METAL STUDS AT 16" OC

" SUSPENDED GYP BD

CEILNG

" GYP BD

AREA OF

CONCRETE INFILL

LIFT

PLATFORM

RAMP

LIFT GATE

6'-3"

LIFT TOWER

LIFT TOWER BEYOND

LIFT

LIFT RAMP

EXISTING

CONCRETE SLAB

#4 @ 12" OC EW

CONCRETE

LIFT GATE

" GYP BD ON 3

METAL STUDS

SUSPENDED ACT

CEILING

RIGID INSULATION

#4 BENT BARS

@ 12" OC

#4 @ 12" OC

2" CLEAR TYPICAL

3'-0"

DOWEL AND

EPOXY MIN 8"

DOWEL AND

EPOXY 4"

TRENCH WIDTH WILL BE AS REQUIRED PER

FIELD CONDITIONS AND DEPTH OF PIPE

SLAB

THICKNESS

VERIFY IN FIELD

PIPE-SEE PLUMBING

DEPTH AS REQUIRED PER PIPE

DEPTH. PROVIDE SHORING AS

REQUIRED

THICKNESS TO MATCH

EXISTING

SAWCUT SLAB

BACKFILL

GRAVEL

POLY VAPOR

BARRIER

8" MIN1'-0"

#4@12" OC. DOWEL

INTO EPOXY

ADHESIVE TYPICAL

#4 @ 12" O.C. EW

SLAB THICKNESS AND REBAR SIZE

AND PLACEMENT TO MATCH

EXISTING

SAWCUT SLAB 1"

GRAVEL

POLY VAPOR

BARRIER

MAINTAIN 8" MIN EXISTING

SLAB REINFORCEMENT

EXISTING SLAB

FRONT ELEVATION

60" INT.

1" 1"

6" 26" 20"A-A

A-A

4" E

4" 1 1

/4"

SHEET TITLE

INTERIOR ELEVATIONS

MILLWORK DETAILS

I/R DATE DESCRIPTION

ISSUE/REVISION

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3

09-16-2019 FINAL

SHEET NUMBER

A402

SEALANT

SCHEDULED CEILING

ONE LAYER 5/8" GWB EA. SIDE

STEEL STUD

ACOUSTICAL

ATTENUATION BLANKET

STEEL RUNNER

SCHEDULED WALL BASE

FLOOR SLAB

PLAN

CEILING

HEAD

SEALANT, BOTH SIDES

TOP OF FLOOR STRUCTURE

ONE LAYER 5/8" GWB OR CEMENT

BOARD

STEEL STUD

STEEL RUNNER

SCHEDULED WALL BASE

FLOOR SLAB

PLAN

CEILING

HEAD

SEALANT

GYP. BOARD 6" ABOVE

CEILING WHERE OCCURS

BATT INSULATION

1 1/2"=1'-0"

TYPE STUD TOTAL WIDTH INSUL RATING UL STC NOTESTYPE STUD TOTAL WIDTH INSUL RATING UL STC NOTESTYPE STUD TOTAL WIDTH INSUL RATING UL STC NOTES

A4 3 5/8" 4 7/8" 3" 0 HR -

A4.1 3 5/8" 4 7/8" 3" 1 HR U404

44 EXTEND GWB TO UNDERSIDE OF DECK

B3 3 5/8" 4 1/4" - 0 HR - - EXTEND GWB 6" MIN ABOVE CEILING

F2 2 1/2" 3 1/8" - 1 HOUR- - - EXTEND GWB 6" MIN. ABOVE CEILING

1 1/2"=1'-0"

EXTEND GWB TO UNDERSIDE OF DECK

A2 - 0 HR - - EXTEND GWB 6" MIN ABOVE CEILING

1 1/2"=1'-0"

STEEL C RUNNER

ANGLE BRACING

SCHEDULED CEILING

ONE LAYER 5/8" GWB

STEEL STUD / FURRING

STEEL RUNNER

SCHEDULED WALL BASE

FLOOR SLAB

PLAN

CEILING

HEAD

EXISTING 1 HOUR RATED CMU

PARTITION

6"6"6"

GYP. BOARD 6" ABOVE

CEILING WHERE OCCURS

B4 3 5/8" 4 1/4" 3 0 HR - - EXTEND GWB TO UNDERSIDE OF DECK

3 5/8" 4 7/8"

NOTES:

1. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL EXPOSED FACES OF WALLS AND

CEILINGS AT TOILET ROOMS AND SHOWER ROOMS. PROVIDE

" CEMENT BOARD AT ALL WALLS

TO RECEIVE TILE.

BOTTOM OF METAL

DECK

SLIP CONNECTION FOR

METAL TRACK. INSULATE

BETWEEN TRACKS

SLIP CONNECTION FOR

METAL TRACK. INSULATE

BETWEEN TRACKS

BOTTOM OF METAL

DECK

SEALANT

ONE LAYER 5/8"

FIRECODE GYP BD.

PLAN

CEILING

HEAD

SEALANT

TOP OF FLOOR STRUCTURE

1 1/2"=1'-0"

TYPE TOTAL WIDTH INSUL RATING UL STC NOTESTYPE STUD TOTAL WIDTH INSUL RATING UL STC NOTESTYPE STUD TOTAL WIDTH INSUL RATING UL STC NOTES

H 3 5/8"

- 0 HR - - J 13 7/8" - 1 HR - - EXTEND GWB 6" MIN. ABOVE CEILING

1 1/2"=1'-0"

G EXSTG 1 HR - -

1 1/2"=1'-0"

STEEL C RUNNER

ANGLE BRACING

ONE LAYER 5/8" GWB

" METAL STUD

STEEL RUNNER

SCHEDULED WALL BASE

FLOOR SLAB

PLAN

CEILING

HEAD

3 5/8" 4 7/8"

BOTTOM OF METAL

DECK

EXTEND GWB TO UNDERSIDE OF DECK

EXISTING TO REMAIN

NEW

ONE LAYER 5/8" GWB EA. SIDE

STEEL STUD

STEEL RUNNER

SCHEDULED WALL BASE

FLOOR SLAB

SECTION

TOP OF FLOOR STRUCTURE

8" - 1 HOUR RATED

CMU INFILL

CEILING

"x2 1/2"x2 1/2"x42" STEEL TUBE

WELDED TO

"x3"x8" BASE PLATE.

EXPANSION BOLT TO CONCRETE

SLAB. SEE 1/A101 FOR LOCATION.

NOTES:

1. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL EXPOSED FACES OF WALLS AND

CEILINGS AT TOILET ROOMS AND SHOWER ROOMS. PROVIDE

" CEMENT BOARD AT ALL WALLS

TO RECEIVE TILE.

"x2 1/2"x2 1/2"x42" STEEL TUBE

WELDED TO

"x3"x8" BASE PLATE.

EXPANSION BOLT TO CONCRETE

SLAB. SEE 1/A101 FOR LOCATION.

PLAN

1 1/2"=1'-0"

1. PROVIDE SEISMIC BRACING FOR

ALL PARTITIONS NOT ATTACHED

DIRECTLY TO METAL ROOF DECK

ABOVE.

2. BRACE METAL STUDS TO

STRUCTURE ABOVE TO RESIST

MINIMUM OF 5 PSF TRANSVERSE

LOAD.

3. PROVIDE 3

" 18 GA. MIN. METAL

STUD BRACING AT MAXIMUM 8'-0"

O.C.(ALTERNATE SIDES).

4. INSTALL STUD BRACING AT

APPROX. 45 DEGREE ANGLE.

5. PERPENDICULAR INTERSECTING

WALL MAY SUBSTITUTE FOR RIGID

FRAMES.

METAL ROOF

DECK

SEISMIC

BRACING

METAL STUD

PARTITION

CEILING WHERE

OCCURS

SLIP CONNECTION FOR

METAL TRACK. INSULATE

BETWEEN TRACKS

SHEET TITLE

PARTITION TYPES

I/R DATE DESCRIPTION

ISSUE/REVISION

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

PNORTH

TNORTH

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3

09-16-2019 FINAL

SHEET NUMBER

A601

PARTITION TYPES

DOOR

NUMBER

DOOR

FIRE

RATING

LOUVER

FRAME

SET

REMARKSELEV

SIZE

MATERIAL ELEV MATERIAL

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

100 A 3'-0" 7'-0" 1 3/4" WD F1 H.M. J1

101 A 3'-0" 7'-0" 1 3/4" F1 H.M.

102 A 3'-0" 7'-0" 1 3/4" F1 H.M.

103 A 3'-0" 7'-0" 1 3/4" F1 H.M.

104 A 3'-0" 7'-0" 1 3/4" F1 H.M.

A 3'-0" 7'-0" 1 3/4" F1 H.M.106

A 3'-0" 7'-0" 1 3/4" F1 H.M.107

A 3'-0" 7'-0" 1 3/4" F1 H.M.108

A 3'-0" 7'-0" 1 3/4" F1 H.M.109

A 3'-0" 7'-0" 1 3/4" F1 H.M.110

A 3'-0" 7'-0" 1 3/4" F1 H.M.111 45 MIN

A 3'-0" 7'-0" F1 H1 J1

121 3'-8" 7'-0"

122 3'-8" 7'-0"

139 B 3'-0" 7'-0" 1 3/4" YES F1 H.M. H1 J1

142 B 3'-0" 7'-0" 1 3/4" YES F1 H.M. H1 J1

143 A 3'-0" 7'-0" 1 3/4" F1 H.M. H1 J1

144 B 3'-0" 7'-0" 1 3/4" F1 H.M. H1 J1

145 B 3'-0" 7'-0" 1 3/4" YES F1 H.M. H1 J1

YES

1 3/4" WD

A 3'-0" 7'-0" F1 H1 J1HM1 3/4" WD

3'-0" 7'-0" 1 3/4" WD

3'-0" 7'-0" 1 3/4" STL

AL/GL

EX EX EX EX EX EX EX

EXISTING DOOR AND FRAME. ADD DOOR OPERATOR

45 MIN

H.M.

105 A 3'-0" 7'-0" 1 3/4" 45 MINWD F1 H.M.

H2 J2

05A

A 1'-4" 7'-0" 1 3/4" F1 H.M. H1 J1WD 03149 45 MIN

FUSIBLE LINK LOUVER

INSULATED

SEE SCHED.

S E

C H

E D

DOOR TYPES

FRAME TYPES

H. M. DOOR

FRAME

DOOR

PARTITION AS

SCHEDULED

H. M. DOOR

FRAME

DOOR

PARTITION AS

SCHEDULED

HEAD TYPES

SINGLE FLUSH

SINGLE LOUVER

24" x 24"

LOUVER

SILL TYPES

JAMB TYPES

DOOR

RUBBER, VINYL

OR LINOLEUM

FLOORING

CONC. OR

FINISH AS

SCHEDULED

VINYL

TRANSITION

STRIP

CARPET

RUBBER,

VINYL OR

LINOLEUM

FLOORING

DOOR

CARPET

VINYL

TRANSITION

STRIP

EXISTING BOND BEAM. FIELD VERIFY

BOND BEAM AND STEEL

REINFORCEMENT, NOTIFY ARCHITECT IF

UNABLE TO CONFIRM.

EXISTING 8" CMU

EXISTING 3" EIFS SYSTEM

3" EPS INSULATION BOARD

BASE COAT

REINFORCING MESH EMBEDDED IN BASE

COAT

FINISH COAT TO MATCH EXISTING

EIFS SYSTEM

SEALANT

" GYP BD ON

3-5/8" METAL

STUDS

PRESSURE TREATED

WOOD BLOCKING

EXISTING 8" CMU

EXISTING 3" EIFS SYSTEM

3" EPS INSULATION BOARD

BASE COAT

REINFORCING MESH

EMBEDDED IN BASE COAT

FINISH COAT TO MATCH

EXISTING

EIFS SYSTEM

SEALANT

" GYP BD

PRESSURE TREATED

WOOD SHIM

TUBE AND STRAP

ANCHOR

SET THRESHOLD

IN CONTINUOUS

BED OF SEALANT

EXISTING VESTIBULE

FLOOR

INSULATED STEEL

DOOR

EXISTING CONCRETE

SLAB

ALUMINUM

ADA

THRESHOLD

2" AT EXISTING ALUMINUM

STOREFRONT

SHEET TITLE

DOOR SCHEDULE

I/R DATE DESCRIPTION

ISSUE/REVISION

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

PNORTH

TNORTH

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3

09-16-2019 FINAL

SHEET NUMBER

A602

DOOR SCHEDULE

ROOM NAME

FIN. BASE

COMMENTS

FLOOR

WALLS CEILINGROOM #

CONF. ROOM

FLT OFFICE

OPEN OFFICE

AMXS SUP.

AMXS / OIC

AMXS CC

AMXS SHIRT

USAP

PANTRY

MOC

TRAINING

MOF CC

MOF

WOMEN'S TOILET

WOMEN'S SHOWER

WOMEN'S LOCKER

MEN'S SHOWER

MEN'S TOILET

MEN'S LOCKER

LAUNDRY ROOM

CORRIDOR

STORAGE

VESTIBULE

CPT-1 P-1 ACT-1

RF-1

B-1

ACT-2

145 CORRIDOR

120 PS&D

T-1 T-2

P-1

GYP / P-2

T-1 T-2 T-3/P-1 GYP / P-2

ACT-1

RF-1

P-1

B-1

B-1 P-1

RF-1 B-1

P-1

ACT-2RF-1 B-1

P-1

ACT-2RF-1 B-1

P-1

B-1

P-1

FRR

MAINTENANCE BAY FRR

FRR

CPT-1

RAF-1/ CPT-1

CPT-1

T-3 AT SHOWER. SEE A101

T-1 T-2 T-3/P-1 GYP / P-2

T-3 AT SHOWER. SEE A101

T-1 T-2

P-1

GYP / P-2

ACT-2RF-1 B-1

P-1

B-1

DESCRIPTIONABBREVIATION

MATERIAL LEGEND

ACT-1 ACOUSTICAL CEILING TILE

ULTIMA OPEN PLAN 1942,

" BEVELED TEGULAR - 2X2X

" - COLOR: WHITE

ACT-2 ACOUSTICAL CEILING TILE

ULTIMA HEALTH ZONE 1935, SQUARE EDGE 2X2X

" COLOR: WHITE

B-1 RUBBER WALL BASE

4" ROPPE WALL BASE- COLOR: PEWTER

" SUSPENSION SYSTEM

CPT-1 CARPET TILE

MILLEKIN REMIX 2.0 39.4"X39.4" CARPET TILE. FREESTYLE FRS126-93 HUM

WITH FRENCH BLUE

P-1 PAINT

SHERWYN WILLIAMS SW 7014 ELDER WHITE EGGSHELL

P-2 CEILING PAINT

RF-1 RUBBER FLOORING TILE

ROPPE 992 12"x12" RUBBER FLOOR TILE- COLOR: 178 PEWTER

T-1 CERAMIC FLOOR TILE

DALTILE HEATHLAND 12"X12" CERAMIC FLOOR TILE-WHITE ROCK HLO1

T-2 CERAMIC TILE COVE BASE

DALTILE HEATHLAND 6"X12" CERAMIC COVE BASE- WHITE ROCK HL01

T-3 CERAMIC WALL TILE

DALTILE HEATHLAND 6"X6" WALL TILE - WHITE ROCK HL01

SHERWYN WILLIAMS SW 7757 HIGH REFLECTIVE WHITE CEILING PAINT

MANUFACTURER

FRR FUEL RESISTIVE RESINOUS FLOORING

SSM-1 SOLID SURFACE MATERIAL AVONITE IVORY F1-8106 SATIN

" THICK

PL-1 PLASTIC LAMINATE

WILSONART 4820-60 CARBON EV MATTE FINISH - COUNTERTOPS

PL-2 PLASTIC LAMINATE

WILSONART 1500-60 GREY MATTE FINISH - CABINETS

RAF-1 2'x2' RAISED ACCESS FLOOR

SHEET TITLE

INTERIOR FINISH SCHEDULE

I/R DATE DESCRIPTION

ISSUE/REVISION

AECOM TECHNICAL SERVICES, INC.

KEY PLAN

PROJECT NUMBER

REGISTRATION

CONSULTANTS

ARCHITECT

CLIENT

PROJECT

Air National Guard

3501 Fetchet Avenue

AECOM TECHNICAL SERVICES, INC.

Schenectady, NY 12302

Joint Base Andrews

AECOM

3101 Wilson Boulevard, Suite 900

703-682-4900 tel 703-682-4901 fax www.aecom.com

1 Air National Guard Road

5 4 3 2 1

Repair Maintenance

Hangar, Building 8

AECOM PROJECT # 60340193

PNORTH

TNORTH

ANG PROJECT # VBDZ162002

B-1 12-18-2018 CONTRACT DOCUMENT DEVELOPMENT

B-2 04-05-2019

PREFINAL

B-3

09-16-2019 FINAL

SHEET NUMBER

A603

FINISH SCHEDULE

File details come from the government source that posted it. Updated May 1, 2020.