A-B3 ENERGY- REPAIR BUILDING 200.pdf

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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FA8903-21-D-0013 26

FEBRUARY 2026

105TH AIRLIFT WING, AIR NATIONAL GUARD BASE,

STEWART INTERNATIONAL AIRPORT, MAGUIRE WAY,

NEWBURGH, NY 12550

ENERGY: REPAIR BUILDING 200

WHAY142004

REPAIR

BUILDING 200

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SHEET LIST

SHEET SHEET NAME

GENERAL

G-001 COVER SHEET

ARCHITECTURAL

A-001 ABBREVIATIONS, LEGENDS, AND GENERAL NOTES

AD101 ARCHITECTURAL FIRST FLOOR PLAN - DEMOLITION

A-101 ARCHITECTURAL FIRST FLOOR PLAN – NEW WORK

A-102 ARCHITECTURAL ROOF PLAN – DEMO/NEW WORK

A-601 DOOR SCHEDULE, DOOR AND WINDOW TYPES – NEW WORK

A-602 OPENING DETAILS

A-603 OPENING DETAILS

MECHANICAL

M-001 ABBREVIATIONS, LEGENDS, AND NOTES

M-101 MECHANICAL FLOOR PLAN

M-501 MECHANICAL DETAILS AND SCHEDULES

M-502 MECHANICAL PHOTOS

M-503 MECHANICAL PHOTOS

M-504 MECHANICAL PHOTOS

M-901 MECHNICAL CONTROLS

ELECTRICAL

E-001 LEGEND,ABBREVIATIONS, AND NOTES

E-101 ELECTRICAL POWER PLAN

E-601 ELECTRICAL ONE-LINE DIAGRAM

E-602 ELECTRICAL SCHEDULES

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PLAN NORTH

A101

1i

Room name

View Name

SCALE: 1/8" = 1'-0"

S101

P5.12S

NORTH ARROW

SECTION

MARKER

ELEVATION

ROOM TAG

KEY TAG

WALL TYPE

WINDOW TYPE

VIEW NAME,

NUMBER AND SCALE

STAIR TAG

DOOR NUMBER101

A101

Ref

EXTERIOR ELEVATION

INTERIOR ELEVATION

0 GRID LOCATION

PROJECT SYMBOLS

TRUE

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A --------------------

A LABEL A LABEL CLASS DOOR

A/C AIR CONDITIONING UNIT

AB ANCHOR BOLT

ABDN ABANDON

ACC ACCESSIBLE

ACI AMERICAN CONCRETE INSTITUTE

ACOUST ACOUSTIC(AL)

ACP ACOUSTICAL CEILING PANEL

ACS AUTOMATIC CONTROL SYSTEM

ACT ACOUSTICAL CEILING TILE

ACU AIR CONDITIONING UNIT

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDITIONAL

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APPROX APPROXIMATE(LY)

APVD APPROVED

AR AS REQUIRED

ARCH ARCHITECT(URAL)

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATFP ANTI-TERRORISM / FORCE PROTECTION

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B --------------------

B LABEL B LABEL CLASS DOOR

BALC BALCONY

BB BASEBOARD

BD BOARD

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BL BASELINE

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BM BEAM

BN BULLNOSE

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOF

C --------------------

C CENTER POINT

C CONC CAST CONCRETE

C LABLE C LABEL CLASS DOOR

C-C CENTER TO CENTER

CAB CABLE

CATW CATWALK

CAV CAVITY

CB CEMENTITIOUS (BACKER) BOARD

CBB CEMENTITIOUS BACKER BOARD

CD CONSTRUCTION DOCUMENT(S)

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/ CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTER FLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD FORM METAL FRAMING

CFS CUBIC FEET PER SECOND

CFT CERAMIC FLOOR TILE

CG CORNER GUARD

CI CAST IRON

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR CLEAR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE - BASE

CTF CERAMIC TILE - FLOOR

CTR CENTER

ABBREVIATIONS GENERAL NOTES

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. ANY WORK

REQUIRED TO PROVIDE THE SCOPE OF WORK GRAPHICALLY INDICATED

BY THESE DRAWINGS IS PART OF THE SCOPE OF THE CONSTRUCTION

CONTRACT. IN THE EVENT ANY WORK IS INDICATED GRAPHICALLY AND

NOT NOTED, THE CONSTRUCTION CONTRACTOR SHALL BE EXPECTED TO

CONSTRUCT THE DESIGN USING INFORMATION AND TYPICAL OR SIMILAR

DETAILS PROVIDED IN THE CONSTRUCTION DOCUMENTS.

2. THE CONTRACTOR SHALL PROMPTLY REPORT TO THE CONTRACTING

OFFICER ANY ERRORS, INCONSISTENCIES OR OMISSIONS IN THE

CONTRACT DOCUMENTS DISCOVERED BY OR MADE KNOWN TO THE

CONTRACTOR PRIOR TO ORDERING OF ANY MATERIALS OR PROCEEDING

WITH THE WORK AS A REQUEST FOR INFORMATION IN SUCH FORM AS

THE CONTRACTING OFFICER MAY REQUIRE.

3. MECHANICAL, ELECTRICAL, STRUCTURAL AND PLUMBING INFORMATION

ON THE ARCHITECTURAL DRAWINGS IS PROVIDED FOR CLARITY AND / OR

LOCATION PURPOSES ONLY, SEE RELEVANT DISCIPLINE DRAWINGS FOR

SPECIFIC INFORMATION.

4. FLASHING COLOR TO MATCH ADJACENT WALL COLOR UNLESS NOTED

OTHERWISE.

5. ALL WORK SHALL COMPLY WITH APPLICABLE BUILDING CODES,

ORDINANCES AND REGULATORY AGENCIES. DISCREPANCIES SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION PRIOR TO

PROCEEDING WITH THE WORK.

6. ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS FOR CONSTRUCTION

PURPOSES ONLY.

7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE

PRESERVATIVE TREATED WOOD.

8. WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND

MANUFACTURERS' PUBLISHED STANDARDS FOR QUALITY OF MATERIALS

AND WORKMANSHIP, AS WELL AS REQUIREMENTS IN THESE DRAWINGS

AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE

SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE CONTRACTING

OFFICER'S ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

9. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE AND NEW WORK.

10. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SHALL VERIFY

EXISTING CONDITIONS, SHOWN ON THESE DRAWINGS, AT THE SITE, THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF

ANY DISCREPANCIES, OMISSIONS AND OR CONFLICTS BEFORE

COMMENCEMENT OF WORK. COMMENCEMENT OF WORK SHALL

CONSTITUTE ACCEPTANCE OF ALL NEW OR EXISTING CONDITIONS.

11. ALL DISSIMILAR MATERIALS SHALL BE ISOLATED FROM EACH OTHER TO

AVOID GALVANIC CORROSION.

12. PIPE DUCTS AND BUSS DUCTS THAT PENETRATE FLOOR SLABS OR WALL

PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE

THE MOISTURE RESISTANCE, FIRE RATING, AIR AND/OR VAPOR BARRIER,

AND STRUCTURAL INTEGRITY OF THE BUILDING.

CTW CERAMIC TILE - WALL

CU FT CUBIC FEET

CW CASEMENT WINDOW

CWT CERAMIC WALL TILE

D --------------------

D DEPTH

D LABEL D LABEL CLASS DOOR

DBL DOUBLE

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIST DISTANCE

DK DECK

DN DOWN

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG(S) DRAWING(S)

E --------------------

E EAST

E LABEL E LABEL CLASS DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATOR

ELEC ELECTRIC(AL)

ELEV ELEVATION

ENGR ENGINEER

ENTR ENTRY

EOG EDGE OF GUTTER

EP EXPLOSION PROOF

EPS EXPANDED POLYSTYRENE BOARD

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPOSED

EXP AB EXPANSION ANCHOR BOLT

EXPN EXPANSION

EXPT EXTERIOR PAINT

EXT EXTERIOR

EXT GR EXTERIOR GRADE

F --------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FDTN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FLOOR

FF INSUL FOIL FACED INSULAITON

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FGL FIBERGLASS

FH FIRE HOSE

FIG FIGURE

FIN FINISH (ED)

FIXT FIXTURE

FL FLOOR

FLDG FOLDING

FLEX FLEXIBLE

FLMT FLUSH MOUNTED

FLR FLOOR

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STEEL

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FT FOOT

FTG FOOTING

FUR FURRING

FWC FABRIC WALLCOVERING

G --------------------

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED /

CONTRACTOR INSTALLED

GFCMU GROUND FACE CONCRETE MASONRY

UNIT

GL GRID LINE

GLZ GLAZING

GR FL GROUND FLOOR

GRTG GRATING

GS GRATING SUPPORT

GV GRAVEL

GWB GYPSUM WALL BOARD

GYP GYPSUM

H --------------------

H HORN

HB HOSE BIB

HC HOLLOW CORE

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

FILTER

HGT HEIGHT

HK HOOK

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING VENTILATION AND AIR

CONDITIONING

HW, HDWR HARDWARE

HYD HYDRAULIC

I --------------------

IBC INTERNATIONAL BUILDING CODE

ICF INSULATED CONCRETE FORM

IF INSIDE FACE

IG INSULATING GLASS

IJ ISOLATION JOINT

ILO IN LIEU OF

IN INCH

INCAND INCANDESCENT

INSUL INSULATION

IRP INSULATED ROOF PANEL

ITG INSULATED TEMPERED GLASS

IWP INSULATED WALL PANEL

J --------------------

J JUNCTION BOX

JAN JANITOR

JST JOIST

JT JOINT

K --------------------

KIT KITCHEN

KPD KEYPAD

KPL KICKPLATE

L --------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUNDS

LDG LANDING

LF LINEAR FOOT (FEET)

LG LONG

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNT LINTEL

LOC LOCATION

LP LIGHT POLE

LS LABORATORY SINK

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M --------------------

M METERS

MATL MATERIAL

MAX MAXIMUM

MB MOISTURE BARRIER

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL (ROOM)

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM

MIRR MIRROR

MO MASONRY OPENING

MOD MODIFY

MODULAR MD

MRGWB MOISTURE RESISTANT GYPSUM

WALLBOARD

MTD MOUNTED

MTG MOUNTING

MTL METAL

MWP MEMBRANE WATERPROOFING

N --------------------

N NORTH

NA NOT APPLICABLE

ND NAPKIN DISPOSAL

NDS NAPKIN DISPENSER

NE NORTH EAST

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

NW NORTHWEST

O --------------------

O TO O OUT TO OUT

OA OVERALL

OC ON CENTER

OCC OCCUPANCY

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OFRD OVERFLOW ROOF DRAIN

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPR OPERABLE

ORIG ORIGINAL

OSB ORIENTED STRAND BOARD

OTS OPEN TO STRUCTURE

OWSJ OPEN WEB STEEL JOINT

OZ OUNCE

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PCF POUND PER CUBIC FOOT

PCT PERCENT

PEMB PRE-ENGINEERED METAL BUILDING

PERF PERFORATED

PERM PERIMETER

PERP PERPENDICULAR

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

POC POINT OF CONTACT

POLY POLYSTYRENE

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

R RISER

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REFR REFRIGERATOR

REM REMOVABLE

REP REPAIR

REQ REQUIRE

REQ'D REQUIRED

RESIL RESILIENT

REV REVISION

RF RESILIENT FLOORING

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RR RESTROOM

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

S SOUTH

S2S SURFACE TWO SIDES

S4S SURFACE FOUR SIDES

SAPC SUSPENDED ACOUSTICAL PANEL CEILING

SATC SUSPENDED ACOUSTICAL TILE CEILING

SB SPLASH BLOCK

SC SHOWER CURTAIN

SCHED SCHEDULE

SCIF SENSITIVE COMPARTMENTED

INFORMATION FACILITY

SCR SHOWER CURTAIN ROD

SCW SOLID CORE WOOD

SCWD SOLID CORE WOOD DOOR

SD SMOKE DETECTOR

SE SOUTH EAST

SF SQUARE FOOT

SF SQUARE FEET

SFTWD SOFT WOOD

SGL SINGLE

SH SOAP HOLDER

SHR SHOWER

SHT MTL SHEET METAL

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SLR SEALER

SM SQUARE METER

SMHD SHELF METAL HEAVY DUTY

SMK SMOKE

SMLS SEAMLESS

SND SANITARY NAPKIN AND TAMPON

DISPENSER

SP EL SPOT ELEVATION

SPEC SPECIFICATIONS

SPF SPRAY APPLIED POLYURETHANE FOAM

INSULATION

SQ SQUARE

SQ FT SQUARE FOOT (FEET)

SQ IN SQUARE INCH

SQ M SQUARE METER

SQ YD SQUARE YARD

SS STAINLESS STEEL

SSMR STANDING SEAM METAL ROOF

ST STAIRS

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGER

STRB/HRN STROBE / HORN

STRUCT STRUCTURE(AL)

SUB FL SUB FLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SOUTHWEST

SYM SYMMETRICAL

T --------------------

T TREAD

T&G TONGUE AND GROOVE

T/S TUB / SHOWER

TB TOWEL BAR

TC TERRA COTTA

TD TRAVEL DISTANCE

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THCKNESS

TK BD TACK BOARD

TLT TOILET

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TR TELECOMMUNICATION ROOM

TRANS TRANSOM

TRTD TREATED

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

U --------------------

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

V --------------------

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VR VAPOR RETARDER

VTC VIDEO TELECONFERENCE

VTR VENT THROUGH ROOF

W --------------------

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WG WIRE GLASS

WOM WALK OFF MAT

WR WASTE RECEPTACLE

WRB WEATHER RESISTANT BARRIER

WRGWB WATER RESISTANT GYPSUM WALLBOARD

WS WATER STOP

WTP WATER TREATMENT PLANT

WWTP WASTE WATER TREATMENT PLANT

13. PROVIDE FLASHING AND ENCLOSURES AS REQUIRED AT NEW

MECHANICAL AND ELECTRICAL EXTERIOR WALL PENETRATIONS TO

MAINTAIN WATER/WEATHER TIGHT SEAL AT WALL NEW PENETRATIONS.

MATCH ADJACENT WALL MATERIAL FINISH AND COLOR.

14. PROVIDE SEALANT AND BACKER ROD BETWEEN HOLLOW METAL FRAME

PERIMETERS AND SURROUNDING WALL CONSTRUCTION UNLESS

OTHERWISE INDICATED.

15. PROVIDE SEALANT AND BACKER ROD BETWEEN INTERIOR AND EXTERIOR

WINDOW AND STOREFRONT FRAME PERIMETERS AND SURROUNDING

CONSTRUCTION UNLESS OTHERWISE INDICATED.

16. PROVIDE SEALANT AND BACKER RODAS REQUIRED BETWEEN DISSIMILAR

MATERIALS SUCH AS GYPSUM BOARD AND MASONRY, MASONRY AND

CONCRETE, COUNTERTOPS AND WALLS, ETC.

17. DO NOT BEGIN WORK THAT MAY REQUIRE COORDINATION, SUCH AS

CEILING INSTALLATION, PRIOR TO FINAL SUBMITTAL OF MECHANICAL AND

ELECTRICAL COORDINATION DRAWINGS TO CONTRACTING OFFICER NOR

PRIOR TO RESOLUTION AND APPROVAL OF COORDINATION ISSUES.

18. MANUFACTURERS ARE REFERENCED TO ESTABLISH STYLE, SIZE, COLOR

AND MATERIAL CHARACTERISTICS.

19. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY

LOCATE FINISHED FACES IN THE SAME PLANE AND/OR TO INSTALL NEW

CONSTRUCTION ADJACENT TO EXISTING CONSTRUCTION WITHOUT ANY

VISIBLE JOINTS OR SURFACE IRREGULARITIES.

20. "CLEAR" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE

CONDITION IS NOT ADJUSTABLE WITHOUT APPROVAL OF THE

CONTRACTING OFFICER. CLEAR DIMENSIONS ARE TYPICAL

21. "MAXIMUM" OR "MAX" AS USED IN THESE DOCUMENTS SHALL MEAN THAT

THE CONDITION IS SLIGHTLY ADJUSTABLE BUT MAY NOT VARY TO A

DIMENSION OR QUANTITY GREATER THAN THAT SHOWN WITHOUT

APPROVAL OF THE CONTRACTING OFFICER.

22. "MINIMUM" OR "MIN" AS USED IN THESE DOCUMENTS SHALL MEAN THAT

THE CONDITION IS SLIGHTLY ADJUSTABLE BUT MAY NOT VARY TO A

DIMENSION OR QUANTITY LESS THAN THAT SHOWN WITHOUT APPROVAL

OF THE CONTRACTING OFFICER.

23. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE

CONDITION OR DIMENSION IS THE SAME OR REPRESENTATIVE FOR

SIMILAR CONDITIONS THROUGHOUT.

24. "+/-" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE DIMENSION

OR QUALITY IS SLIGHTLY ADJUSTABLE TO ACCOMMODATE ACTUAL

CONDITIONS, FIELD VERIFICATION AND COORDINATION WITH OTHER

ELEMENTS AS MIGHT BE NECESSARY.

AP

R

J U

L

TY

PE

B

-2 (1

) P R

E-

FI

N

AL

D

ES

IG

TY

PE

B -3

(1

) F

IN

AL

D

ES

IG

N

F

EB

D2D2D2 D4 D2D2D2

D1D1

D1

D1

D1

D1D1

D2

D2

D4

D4D2D2D2D4D2D2D2D4D2D2D2D2

D2D2

D5

D5

D5

D5

D3D3

D7

SELECTIVE DEMOLITION - GENERAL NOTES

1. DASHED LINE INDICATES ITEM TO BE REMOVE. TYPICAL, UNO. REMOVAL

INDICATED ON ARCHITECTURAL DRAWINGS DOES NOT NECESSARILY INDICATE FULL

EXTENT OF DEMOLITION WORK. COORDINATE EXTENT OF DEMOLITION WITH NEW

WORK FLOOR PLANS.

2. THE DEMOLITION CONTRACTOR SHALL CONFIRM IN FIELD ALL EXISTING

CONDITIONS, INCLUDING BUT NOT LIMITED TO, EXISTING BEARING AND NON-

BEARING WALLS AND IMMEDIATELY NOTIFY THE ARCHITECT OF ANY

DISCREPANCIES. THE DEMOLITION CONTRACTOR SHALL VERIFY THESE CONDITIONS

PRIOR TO THE COMMENCEMENT OF WORK.

3. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SELECTIVE

DEMOLITION SCOPE RELATED TO THOSE DISCIPLINES. IF THIS DRAWING SHOWS

ELECTRICAL, PLUMBING, HVAC, AND OTHER SERVICES. IT IS FOR REFERENCE ONLY.

4. COORDINATE ALL WORK IDENTIFIED ON MECHANICAL, PLUMBING, AND

ELECTRICAL DEMOLITION DRAWINGS WITH EACH OTHER PRIOR TO BEGINNING ANY

DEMOLITION WORK. PRIME CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY THESE

CONDITIONS PRIOR TO COMMENCEMENT OF WORK, AND FOR COORDINATION WITH

SUBCONTRACTORS.

5. ALL AREAS AND PARTITIONS NOT DASHED OR NOTED TO BE REMOVED SHALL

REMAIN IN TACT. PATCH AND REPAIR EXISTING ADJACENT PARTITIONS AND

FINISHES ARE REQUIRES AFTER DEMOLITION TO MATCH EXISTING, OR IN

ACCORDANCE WITH NEW WORK PROPOSED RENOVATIONS.

6. EXTERIOR OPENINGS TEMPORARILY CREATED BY REMOVAL WORK; PROVIDE

WEATHERTIGHT, SECURE BARRIER OVER OPENING. LEAVE OPENING CLEAN AND

READY FOR SCHEDULED NEW WORK.

7. COORDINATE ALL DEMOLITION WORK, INCLUDING IDENTITIES, EXTENTS, AND

REMOVAL TIMING OF ALL MATERIALS, WITH OWNER BEFORE PROCEEDING.

CONFIRM IDENTITIES, HANDLING, AND STORAGE PROVISIONS OF STORED OR

SALVAGED MATERIALS TO BE REUSED, REINSTALLED, OR HANDED OVER TO

OWNER.

8. TRANSPORT AND LEGALLY DISPOSE OFF SITE ALL DEBRIS, TRASH, AND OTHER

DISCARDED MATERIALS AND/OR EQUIPMENT RESULTING FROM DEMOLITION

OPERATIONS. BURNING OF REMOVED MATERIALS IS NOT PERMITTED ON THE

PROJECT SITE.

9. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR OTHER SUPPORT TO

PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF ELEMENTS TO BE

DEMOLISHED AND ADJACENT EXISTING ELEMENTS INDICATED TO REMAIN.

10. DISPERSE DEMOLITION EQUIPMENT THROUGHOUT STRUCTURE AND PROMPTLY

REMOVE DEBRIS TO AVOID IMPOSING EXCESSIVE LOADS ON EXISTING ROOFS,

SUPPORTING WALLS, FLOORS AND/OR FRAMING.

11. LOCATE AND IDENTIFY UTILITIES, INCLUDING SANITARY SEWER SYSTEM, AND

DETERMINE THEIR CONDITION TO ENSURE ADEQUATE PERFORMANCE OF ALL

UTILITIES IN NEW CONSTRUCTION. PROJECT UTILITY LINES AND HARDWARE DURING

ALL DEMOLITION AND CONSTRUCTION PHASES.

12. ALL ASBESTOS MATERIAL WILL BE ABATED BY OTHERS PRIOR TO

COMMENCEMENT OF WORK. IF HAZARDOUS MATERIALS ARE ENCOUNTERED

DURING DEMOLITION OPERATIONS, NOTIFY OWNER AND ARCHITECT IMMEDIATELY.

COMPLY WITH APPLICABLE REGULATIONS, LAWS , AND ORDINANCES CONCERNING

REMOVAL, HANDLING, AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL

POLLUTION.

SCALE: 3/32"=1'-0"

0 10 21 32

SHEET ID

N A

T

IO

N A

L G

U A

R D

B U

R E

A U

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

PLAN NORTH

F Y

AD101

A R

C H

IT

E

C T

U R

A L

F

IR

S T

F L

O O

R P

L A

N

D E

M O

L

IT

IO

N

T H

A

IR

L

IF

T W

IN

G

A

IR

N

A T

IO

N

A L G

U A

R D

B A

S E

S

T E

W A

R T

IN

T

E R

N A

T

IO

N A

L A

IR

P

O R

T

M A

G U

IR

E

W A

Y

N E

W B

U R

G H

N

Y

M

A G

U

IR

E W

A Y

N E

W B

U R

G H

N

Y

M

R E

Y N

O L D

S

S

A M

IR

I

A

T U

R B

E T

T

F

EB

F A

-2

-D

-0

S U

B M

IT

T

A L

E N

E R

G Y

R

E P

A

IR

B U

IL

D

IN

G

W H

A Y

SCALE: 3/32" = 1'-0"

ARCHITECTURAL FIRST FLOOR PLAN - DEMOLITION

SHEET KEYNOTES

D1 EXISTING OVERHEAD DOOR, TRACK, MOTOR, CONTROLS, AND ETC . ARE

TO REMAIN AS FULLY FUNCTIONING OPENINGS.

D2 EXISTING COILING OVERHEAD DOOR ASSEMBLY: REMOVE IN ITS

ENTIRETY. INCLUDE ANCHORS, TRACKS, HARDWARE, MOTOR, CONTROLS,

AND ASSOCIATED COMPONENTS. COORDINATE OPENING PREPARATION

WITH NEW WORK.

D3 EXISTING WINDOW: REMOVE EXISTING WINDOW IN ITS ENTIRETY TO

EXIST. MASONRY OPENING. INCLUDE FRAME AND SUBFRAME, SILL,

FASTENERS, JOINT SEALANT, AND ALL ASSOCIATED COMPONENTS.

D4 EXISTING TRANSOM ABOVE PERSONNEL DOOR: REMOVE HOLLOW METAL

STOPS AND 1" INSULATED GLASS IN ITS ENTIRETY. INCLUDE GASKETING

ANCHORS, FASTENERS, AND ASSOCIATED COMPONENTS. COORDINATE

OPENING PREPARATION WITH NEW WORK.

D5 EXISTING 4 FT. (NOM.) SQUARE SKYLIGHT ABOVE: REMOVE SKYLIGHT,

GLAZING AND GLAZING FRAMING, AND REMOVE ROOF FLASHING AS

REQUIRED TO INSTALL NEW INSULATED CAP AND PATCH/REPAIR EPDM

FLASHING AS REQUIRED TO TIE INTO EXISTING EPDM ROOF SYSTEM. SEE

DETAIL 12/A-602

D7 REMOVE EXISTING INTERIOR WINDOW TREATMENT AND STORE FOR

REINSTALLATION.

T

Y P

E A

-2

S

U B

M

IT

T A

L

A

P R

T

Y P

E B

-2

P R

E -F

IN

A

L D

E S

IG

N

J U

L

B -3

(1

) F

IN

AL

D

ES

IG

N

F

EB

1 2 2.5 2.6 3 4 5 6 7 8 9 10 10.1 10.5 11 12

J

G

E

D

D.1

B

A

A1

A1 A1A1

TOOL

ISSUE/BENCH

STOCK

VEST A

ENTRY A

100A

PRODUCTION

CONTROL

102 SUPPLY OFFICE

HEATED

COVERED

STORAGE

UNHEATED

COVERED

STORAGE

MAINTENANCE

BAYS

105A

SUPPORT SHOP

MAINTENANCE

BAYS

105B

MENS LOCKER

RM

MENS SHOWER

WOMENS LAV

WOMENS LOCKER

117MENS LAV

JAN CLO

VENDING

CLASSROOM

BATTERY SHOP

MECH RM

WASH RACK

SCREENED

MECH/ELEC

OFFICE

WOMENS

SHOWER

COR

MAINTENANCE

CTRL

TOOL CRIB

HYDRAULICS/PNEUMATICS

ASSEMBLY/DISASSEMBLY

CRYOGENIS

ELEC/REFRIG

WELDING/SM

MACHINE

GTC & ENGINE

WASTE POL

STORAGE

ENTYR B

VEST B

BREAK RM

105F. 105E. 105D.

104A

105C. 105B. 105A.

108B.108A.

107G

107F.107D. 107E.

107J

107C.107B.107A.

106G

106F.106E.106D.106C.

106B. 106A.

A2

W1

W2

A2

GENERAL FLOOR PLAN NOTES

1. REFER TO SHEET A-102 ARCHITECTURAL ROOF PLAN -

DEMOLITION AND NEW WORK FOR SKYLIGHT AND

MECHANICAL WORK ASSOCIATED WITH GAS-FIRED

INFARED HEATERS.

2. REFER TO DOOR SCHEDULE AND DOOR / FRAME

ELEVATIONS FOR WORK ASSOCIATED WITH DOORS AND

TRANSOMS ABOVE PERSONNEL DOORS. SEE SHEET A-601.

ONLY DOORS TAGGED ON FLOOR PLAN WILL HAVE WORK

ASSOCIATED WITH THEM.

3. REFER TO WINDOW ELEVATIONS ON SHEET A-601. ONLY

WINDOWS TAGGED ON FLOOR PLAN WILL HAVE WORK

ASSOCIATED WITH THEM.

SCALE: 3/32"=1'-0"

0 10 21 32

SHEET ID

N

AT

IO

N

AL

G

U

AR

D B

U R

EA

U

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

PLAN NORTH

FY

A-101

AR

C

H

IT

EC

TU

R

AL

F

IR

ST

F

LO

O

R P

LA

N

N

EW

W

O R

K

5T

H A

IR

LI

FT

W

IN

G

, A

IR

N

AT

IO

N

AL

G

U

AR

D B

AS

E, S

TE

W

AR

T

IN

TE

R

N

AT

IO

N

AL

A

IR

PO

R T, M

AG

U

IR

E W

AY

, N

EW

BU

R G

H , N

Y

M

AG

U

IR

E

W

AY

N

EW

BU

R

G H

, N Y

M .R

EY

N

O

LD

S

S.

AM

IR

I

A.

TU

R

BE

TT

F

EB

FA

-2

1- D

-0

0%

S U

BM

IT

TA

L

EN

ER

G Y:

R

EP

AI

R

B U

IL

D

IN

G

W H

AY

SCALE: 3/32" = 1'-0"

ARCHITECTURAL FIRST FLOOR PLAN - NEW WORK

SHEET KEYNOTES

A1 NEW INSULATED CAP (ABOVE). SEE A-102 ARCHITECTURAL ROOF PLAN -

DEMOLITION AND NEW WORK FOR ADDITIONAL INFORMATION.

A2 REINSTALL EXISTING INTERIOR WINDOW TREATMENT BACK IN THEIR

ORIGINAL POSITION.

TY

PE

A

-2 (3

5% ) S

U

BM

IT

TA

L

A

PR

TY

PE

B -2

(1

) P

R E-

FI

N

AL

D

ES

IG

N

J U

L

B

-3 (1

) F

IN

AL

D

ES

IG

N

F

EB

1 2 2.5 2.6 3 4 5 6 7 8 9 10 10.1 10.5 11 12

J

G

E

D

D.1

B

A

R1R1

TYP.

R2

R2

R2

R2

RD

RDRD RD

RD

RD

RD

RD

RD

RD RDRDRD

R3

TYP.

R4

R4

R4 R4

R4

R4

R4

R4

SCALE: 3/32"=1'-0"

0 10 21 32

ROOF LEGEND:

4' - 0" X 4' - 0" INSULATED CAP ( TYPICAL) - SEE

KEYNOTE R2

EXISTING ROOF DRAINS TO REMAINRD

GENERAL ROOFING DEMOLITION AND

NEW WORK NOTES

1. EXISTING EPDM ROOFING SYSTEM TO REMAIN (TYP UNO).

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS REQUIRED

TO FIX DAMAGES FROM ROOF DEMOLITION AND NEW WORK.

2. CONTRACTOR SHALL VERIFY ALL PENETRATIONS AND

CONDITIONS IN THE FIELD PRIOR TO THE SUBMISSION OF ALL BIDS

AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

IMMEDIATELY.

3. ALL DIMENSIONS IF PROVIDED ON ROOF PLAN DRAWINGS ARE

APPROXIMATE AND SHALL BE VERIFIED IN FIELD.

4. DRAWINGS ARE REPRESENTATIVE AND MAY NOT INDICATE ALL

FIELD CONDITIONS. CONTRACTOR IS ADVISED TO VISIT THE SITE

AND BECOME FAMILIAR WITH THE WORK PRIOR TO BIDDING. ALL

EXISTING CONDITIONS SHALL BE VERIFIED IN FIELD.

5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATERTIGHT

CONDITIONS AT ROOF AREAS BETWEEN OUTSIDE ELEMENTS AND

INTERIOR FINISHES AT ALL TIMES DURING DURATION OF WORK.

6. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS WHEN

REMOVING ROOFING COMPONENTS TO ELIMINATE ANY DEBRIS

THAT COULD FALL INTO OCCUPIED AREAS. PROVIDE PROTECTION

BELOW ROOF DURING ALL DEMOLITION AND NEW WORK.

COORDINATE WITH OWNER.

7. CONTRACTOR IS TO REMOVE AND LEGALLY DISPOSE OF ALL

MATERIALS SCHEDULED FOR REMOVAL. SALVAGED ITEMS TO BE

REUSED SHALL BE SAFELY STORED. COORDINATE STORAGE

LOCATION WITH OWNER'S REPRESENTATIVE. CONTRACTOR SHALL

CHECK WITH THE OWNER'S REPRESENTATIVE PRIOR TO

REMOVING ANY MATERIAL FROM THE SITE.

8. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL PROVIDE

FALL PROTECTION ELEMENTS AS REQUIRED BY OSHA 1926.501

AND 1926.502 ( CURRENT VERSION), INCLUDING BUT NOT LIMITED

TO: GUARDS AT WALLS AND FLOOR OPENINGS, BARRICADES,

FENCES, TIE-OFF POINTS, ETC.

9. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNINGS ANY

DEMOLITION ROOFING WORK. INSPECT AND ENSURE CONDITION

OF ALL EXISTING ROOF DECKING, STRUCTURE, AND WOOD

BLOCKING ARE SOLID AND SECURE. NOTIFY THE ARCHITECT

IMMEDIATELY FOR DIRECTION IF DETERIORATED OR LOOSE

MATERIALS ARE FOUND IN LOCATIONS WHERE EXISTING

MATERIALS ARE DETAILED TO REMAIN.

10. CONTRACTOR SHALL COORDINATE LOCATION OF STAGING

AREA WITH OWNER.

11. FOR ADDITIONAL INFORMATION, REFER TO SPECIFICATIONS.

SHEET ID

N

AT

IO

N

AL

G

U

AR

D B

U R

EA

U

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

PLAN NORTH

FY

A-102

AR

C

H

IT

EC

TU

R

AL

R O

O F

PL

AN

D

EM

O

/N

EW

W O

R K

5T

H A

IR

LI

FT

W

IN

G

, A

IR

N

AT

IO

N

AL

G

U

AR

D B

AS

E, S

TE

W

AR

T

IN

TE

R

N

AT

IO

N

AL

A

IR

PO

R T, M

AG

U

IR

E W

AY

, N

EW

BU

R G

H , N

Y

M

AG

U

IR

E

W

AY

N

EW

BU

R

G H

, N Y

M .R

EY

N

O

LD

S

S.

AM

IR

I

A.

TU

R

BE

TT

F

EB

FA

-2

1- D

-0

0%

S U

BM

IT

TA

L

EN

ER

G Y:

R

EP

AI

R

B U

IL

D

IN

G

W H

AY

SCALE: 3/32" = 1'-0"

ROOF PLAN - DEMOLITION AND NEW WORK

SHEET KEYNOTES

R1 EXISTING EPDM ROOF SYSTEM TO REMAIN (TYP.)

R2 PROVIDE NEW 4' SQ (NOM) INSULATED CAP, ON EXIST.

REMOVED SKYLIGHT UNIT CURBS. SEE DETAIL 12/A-602

R3 EXISTING ROOF DRAIN TO REMAIN (TYP.)

R4 COORDINATE LOCATION OF MECHANICAL PENETRATIONS

WITH MECHANICAL DRAWINGS.

TY

PE

A

-2 (3

5% ) S

U

BM

IT

TA

L

A

PR

TY

PE

B -2

(1

) P

R E-

FI

N

AL

D

ES

IG

N

J U

L

B

-3 (1

) F

IN

AL

D

ES

IG

N

F

EB

F OH

SE

E

SC

H

ED

U

LE

SEE SCHEDULE

SEE SCHEDULE

SE

E

SC

H

ED

U

LE

W2 W1

V.I.F.

23' - 3" 6"

V.

I.F

2'

8"

6"

V.I.F.

13' - 11"

V.

I.F

2'

8"2 A-603

A-603

A-603

A-603

A-603

A-603

INDICATES A

HOPPER

WINDOW

WINDOW AND DOOR SCHEDULE

ABBREVIATIONS:

ALUM ALUMINUM

ETR EXISTING TO REMAIN

FF FACTORY FINISH

HM HOLLOW METAL

IGL INSULATED GLAZING

IN-OH INSULATED COILING OVERHEAD DOOR

PTD PAINTED

STL STEEL

WINDOWS, DOORS, FRAMES, AND

HARDWARE NOTES:

1. ALL GLASS WINDOWS IN DOORS, HOLLOW METAL FRAMES,

TRANSOMS AND FRAMES WILL BE TEMPERED GLASS TYP. UNLESS

NOTED OTHERWISE IN SCHEDULES.

2. ALL EXISTING DOOR/FRAME OPENINGS SHOWN ON DOOR

SCHEDULE SHALL BE FIELD VERIFIED PRIOR TO SHOP DRAWING

SUBMITTAL. IF EXISTING FIELD CONDITIONS DO NOT MATCH

DRAWINGS, CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER

IMMEDIATELY IN WRITING FOR FURTHER INSTRUCTIONS.

3. PROVIDE 1" INSULATED GLASS IN EXISTING TRANSOM

LOCATIONS NOTED ON DOOR SCHEDULE, INCLUDING, BUT NOT

LIMITED TO, NEW PAINTED HOLLOW METAL STOPS TO MATCH

EXISTING, STAINLESS STEEL FASTENERS, GLAZING BLOCKS,

SHIMS, GASKETING, ETC. AS REQUIRED TO PROVIDE AND

MAINTAIN A COMPLETE WEATHER-TIGHT SYSTEM

WINDOW NOTES:

1. SEE WINDOW SCHEDULE FOR HEAD/JAMB/SILL DETAILS.

2. FOR ALL EXISTING MASONRY WINDOW OPENINGS INDICATED TO

RECEIVE NEW WINDOW, CONTRACTOR SHALL FIELD VERIFY PRIOR

TO SHOP DRAWING SUBMITTAL IF EXISTING FIELD CONDITION DO

NOT MATCH DRAWINGS, NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY IN WRITING FOR FURTHER INSTRUCTIONS.

3. ALL EXTERIOR WINDOW GLAZING TO BE IGL-1, TYPICAL UNLESS

NOTED OTHERWISE.

4. RIBBON WINDOWS SHALL BE 1" INSULATED GLASS IN

THERMALLY BROKEN ALUMINUM FRAME SYSTEM WITH AN

ALUMINUM HEAD RECEPTOR AS REQUIRED TO MATCH EXISTING

RIBBON WINDOWS.

5. WINDOW SHALL BE A COMBINATION OF FIXED PANELS AND

OPERATIONAL PROJECTED-IN (HOPPER-TYPE) WINDOWS WITH

FULL INSECT SCREENS AS REQUIRED TO MATCH EXISTING.

6. WINDOWS SHALL BE FIXED PANEL UNITS UNLESS NOTED

OTHERWISE.

1-ETR

2" SEE SCHED. 2"

2" V.

I.F

8'

6" 2"

V.

I.F

7'

2"

EXISTING PTD HOLLOW

METAL FRAME TO REMAIN

PROVIDE NEW INSULATED

GLASS TRANSOM AND

PAINTED HOLLOW METAL

STOPS IN EXISTING TO REMAIN

HOLLOW METAL DOOR FRAME.

SEE WINDOWS, DOORS,

FRAMES, AND HARDWARE

NOTE.

EXISTING HOLLOW

METAL DOOR TO

REMAIN

VARIES

EXISTING STEEL CHANNEL JAMBS

VA

R

IE

S

VERIFY ALL DOOR JAMBS

NOTE: CMU WALL AND STEEL COL

SIDES OF FRAME ARE OPP HAND AT

DOOR 104A

A-602

A-602

A-602

CMU

WALLSTEEL

COL 11

A-602

SHEET ID

N

AT

IO

N

AL

G

U

AR

D B

U R

EA

U

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

2' 4' 8'

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

FY

A-601

D O

O R

S C

H

ED

U

LE

, D O

O R

A N

D W

IN

D

O W

T

YP

ES

N

EW

W O

R K

5T

H A

IR

LI

FT

W

IN

G

, A

IR

N

AT

IO

N

AL

G

U

AR

D B

AS

E, S

TE

W

AR

T

IN

TE

R

N

AT

IO

N

AL

A

IR

PO

R T, M

AG

U

IR

E W

AY

, N

EW

BU

R G

H , N

Y

M

AG

U

IR

E

W

AY

N

EW

BU

R

G H

, N Y

M .R

EY

N

O

LD

S

S.

AM

IR

I

A.

TU

R

BE

TT

F

EB

FA

-2

1- D

-0

0%

S U

BM

IT

TA

L

EN

ER

G Y:

R

EP

AI

R

B U

IL

D

IN

G

W H

AY

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

DOOR TYPES

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

WINDOW TYPES

WINDOW SCHEDULE

MARK

R.O. FRAME GLAZING DETAILS

COMMENTSWIDTH HEIGHT FINISH MATERIAL TYPE THICKNESS HEAD JAMB SILL

DOOR SCHEDULE

NO. DOOR TYPE

FRAME DETAILS

HARDWARE SET COMMENTS

SIZE

MATERIAL MATERIAL TYPE TRANSOM GLAZING HEAD JAMB SILLWIDTH HEIGHT THICKNESS

104A 3' - 8" 7' - 2" 1 3/4" HM-ETR F HM-ETR I-ETR IGL-1 8 / A-602 9 / A-602 10 / A-602 ETR NEW INSULATED GLASS TRANSOM 105A 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 1 & 2 / A-602 - MOTOR OPERATED 105B 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 2 & 6 / A 6-02 - MOTOR OPERATED 105C 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 1 & 6 / A-602 - MOTOR OPERATED 105D 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 4 & 6 / A -602 - MOTOR OPERATED 105E 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 2 & 6 / A 6-02 - MOTOR OPERATED 105F 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 1 & 2 / A-602 - MOTOR OPERATED 106A 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 1 & 2 / A-602 - MOTOR OPERATED 106B 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 1 & 2 / A-602 - MOTOR OPERATED 106C 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 1 & 2 / A-602 - MOTOR OPERATED 106D 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 2 & 5 / A-602 - MOTOR OPERATED 106E 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 2 & 5 / A-602 - MOTOR OPERATED 106F 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 2 & 5 / A-602 - MOTOR OPERATED 106G 3' - 0" 7' - 2" 1 3/4" HM-ETR F-ETR HM-ETR 1-ETR IGL-1 9 / A-602 4 & 7 / A -602 10 / A-602 ETR NEW INSULATED GLASS TRANSOM 107A 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 1 & 2 / A-602 - MOTOR OPERATED 107B 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 2 & 6 / A 6-02 - MOTOR OPERATED 107C 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 4 & 6 / A -602 - MOTOR OPERATED 107D 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 1 & 2 / A-602 - MOTOR OPERATED 107E 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 2 & 6 / A 6-02 - MOTOR OPERATED 107F 12' - 0" 16' - 0" 1" IN.STL OH STL 2 - 8 / A-602 4 & 6 / A -602 - MOTOR OPERATED 107G 3' - 0" 7' - 2" 1 3/4" HM-ETR F-ETR HM-ETR 1-ETR IGL-1 8 / A-602 4 & 7 / A-602 10 / A-602 ETR NEW INSULATED GLASS TRANSOM 107J 3' - 8" 6' - 10" 1 3/4" HM-ETR F-ETR HM-ETR 1-ETR IGL-1 3 & 4 / A-602 9 / A-602 10 / A-602 ETR NEW INSULATED GLASS TRANSOM 108 3' - 0" 7' - 2" 1 3/4" HM-ETR F-ETR HM-ETR 1-ETR IGL-1 11 / A-602 4 / A-602 10 / A-602 ETR NEW INSULATED GLASS TRANSOM

108A 12' - 0" 16' - 0" 1" IN.STL OH STL 2 8 / A-602 1 / A-602 - MOTOR OPERATED

108B 12' - 0" 16' - 0" 1" IN.STL OH STL 2 8 / A-602 1 / A-602 - MOTOR OPERATED

23' -3"

13' -11" 2' - 8"

2' - 8" FF

FF

ALUM

ALUM

IGL-1

IGL-1

1" 1"

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

FRAME TYPES

DOOR

7' - 2" 3' - 8" 7' - 2"

W1

W2

NOTE: CONTRACTOR SHALL FIELD

VERIFY ALL DOOR OPENINGS

3/A-603 2/A-603 1/A-603 3/A-603 2/A-603 1/A-603

TY

PE

A

-2 (3

5% ) S

U

BM

IT

TA

L

A

PR

TY

PE

B -2

(1

) P

R E-

FI

N

AL

D

ES

IG

N

J U

L

TY

PE

B -3

(1

) F

IN

AL

D

ES

IG

N

F

EB

NEW INSULATED

OH DOOR, TRACK.

STITCH WELD

TRACK TO STEEL

EXIST. 4

GROUND FACE

BLOCK OR SFB

EXIST.

CMU

EXISTING STEEL

CHANNEL

WELD & GRIND

SMOOTH (TYP)

INSIDE FACE OF

EXIST. WALL

14"

NEW INSULATED

OH DOOR, TRACK.

STITCH WELD

TRACK TO STEEL

EXIST. CHANNEL

AND PLATE JAMB

SURROUND

NEW INSULATED OH DOOR,

TRACK. STITCH WELD TRACK

TO STEEL

INSIDE FACE

OF EXIST. WALL

EXIST. 12" X 8"

STEEL TUBE

EXIST. CMU WALL

3/

4"

2"

1/

2"

TRANSOM MODIFICATIONS:

- REMOVAL OF EXIST.

GLASS & GASKETS

- EXIST. FRAME TO REMAIN

- NEW GASKET AT FRAME

- NEW 1" INSULATED GLASS

- NEW GASKET AT STOP

- RE INSTALL STOP

3/8 PLATE

INSIDE FACE OF

EXIST. WALLW8X67

14"

2"

EXIST. 12" STEEL

CHANNEL AND PLATE

COL. SURROUND

NEW INSULATED

OH DOOR, TRACK.

STITCH WELD

TRACK TO STEEL

INSIDE

FACE OF

EXIST.

WALL

EXIST.

W12X79

OR

W12X120

COL.

FIELD WELD

2"

NEW INSULATED

OH DOOR, TRACK.

STITCH WELD

TRACK TO STEEL

EXIST. 12" STEEL

CHANNEL AND PLATE

COL. SURROUND

NEW INSULATED OH DOOR, TRACK.

STITCH WELD TRACK TO STEEL

EXIST 12" X 8"

STEEL TUBE

3/

4"

2"

TRANSOM MODIFICATIONS:

- REMOVAL OF EXIST. GLASS

& GASKETS

- EXIST. FRAME TO REMAIN

- NEW GASKET AT FRAME

- NEW 1" INSULATED GLASS

- NEW GASKET AT STOP

- RE INSTALL STOP

EXIST. 4

GROUND

FACE BLOCK

EXIST. CMUEXIST 12" STEEL CHANNEL AND

PLATE HEADER

EXIST.

SHELF ANGLE

12"COILING OVERHEAD DOOR

HOOD

COILING OVERHEAD DOOR -

INSULATED SLAT CURTAIN

COILING OVERHEAD DOOR -

HEADPLATE AND ANGLE

GUIDES (BEYOND)

OVERHEAD DOOR (REFER

TO DOOR SCHEDULE)

EXIST. BOND

BEAM LINTEL EXIST. CMU

EXIST. FACE

BLOCK

EXIST. STEEL

LINTEL

TRANSOM MODIFICATIONS:

- REMOVAL OF EXIST. GLASS

& GASKETS

- EXIST. FRAME TO REMAIN

- NEW GASKET AT FRAME

- NEW 1" INSULATED GLASS

- NEW GASKET AT STOP

- RE INSTALL STOP

EXIST. 4

GROUND

FACE BLOCK

EXIST. CMU

C12X20 7

EXIST SHELF

ANGLE

12"

EXIST. 12" STEEL

CHANNEL AND

PLATE HEADER

TRANSOM MODIFICATIONS:

- REMOVAL OF EXIST. GLASS

& GASKETS

- EXIST. FRAME TO REMAIN

- NEW GASKET AT FRAME

- NEW 1" INSULATED GLASS

- NEW GASKET AT STOP

- RE INSTALL STOP

EXIST. HM DOOR

EXIST. TRANSOM

SILL/DOOR HEAD FRAME

TRANSOM MODIFICATIONS:

- REMOVAL OF EXIST. GLASS

& GASKETS

- EXIST. FRAME TO REMAIN

- NEW GASKET AT FRAME

- NEW 1" INSULATED GLASS

- NEW GASKET AT STOP

- RE INSTALL STOP

NEW CAP ASSEMBLY:

- 20 GA GALV STEEL SHEET METAL CAP

WITH 12 GA MIN CONTINUOUS CLEAT

SECURED TO NEW BLOCKING

- NEW 90 MIL EPDM ROOFING EXTENDED

UP ON ALL SIDES FROM ROOF SURFACE,

LAP SEAM ALL CORNERS

- 5" R-30 POLY ISO INSULATION ADHERED

TO EXTERIOR GRADE 3/4" PLYWOOD,

WHICH IS MECHANICALLY ADHERED TO

THE BLOCKINGNEW PT WD.

BLOCKING

SECURE TO

EXIST. CURB

EXIST. CURB

TO REMAIN

EXIST. CONC.

AND METAL DECK

TO REMAIN

SEAM WELD BETWEEN

NEW CAP ROOFING AND

EXISTING ROOFING

EXISTING EPDM

ROOFING

SHEET ID

N

AT

IO

N

AL

G

U

AR

D B

U R

EA

U

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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

0.25' 0.5' 1' 1.5'

FY

A-602

O

PE

N

IN

G D

ET

AI

LS

5T

H A

IR

LI

FT

W

IN

G

, A

IR

N

AT

IO

N

AL

G

U

AR

D B

AS

E, S

TE

W

AR

T

IN

TE

R

N

AT

IO

N

AL

A

IR

PO

R T, M

AG

U

IR

E W

AY

, N

EW

BU

R G

H , N

Y

M

AG

U

IR

E

W

AY

N

EW

BU

R

G H

, N Y

M .R

EY

N

O

LD

S

S.

AM

IR

I

A.

TU

R

BE

TT

F

EB

FA

-2

1- D

-0

0%

S U

BM

IT

TA

L

EN

ER

G Y:

R

EP

AI

R

B U

IL

D

IN

G

W H

AY

1 1/2" = 1'-0"A-602

1 JAMB DETAIL J1

1 1/2" = 1'-0"A-602

2 JAMB DETAIL J2

1 1/2" = 1'-0"A-602

3 JAMB DETAIL J3

1 1/2" = 1'-0"A-602

4 JAMB DETAIL J4

1 1/2" = 1'-0"A-602

5 JAMB DETAIL J5

1 1/2" = 1'-0"A-602

6 JAMB DETAIL J6

1 1/2" = 1'-0"A-602

7 JAMB DETAIL J7

1 1/2" = 1'-0"A-602

8 HEAD DETAIL H1

1 1/2" = 1'-0"A-602

10 HEAD DETAIL H3 1 1/2" = 1'-0"A-602

9 HEAD DETAIL H2

1 1/2" = 1'-0"A-602

11 SILL DETAIL S1

1 1/2" = 1'-0"A-602

12 ROOF CURB CAP DETAIL

TY

PE

A

-2 (3

5% ) S

U

BM

IT

TA

L

A

PR

TY

PE

B -2

(1

) P

R E-

FI

N

AL

D

ES

IG

N

J U

L

TY

PE

B -3

(1

) F

IN

AL

D

ES

IG

N

F

EB

EXIST.

CMU WALL

EXIST. FACE

BLOCK

NEW 1"

INSULATED

GLASS AND

SEALS

EXIST. ALUM.

FRAME

EXIST. CMU WALL

NEW 1" INSULATED

GLASS AND SEALS

EXIST. ALUM. FRAME

EXIST. ALUM.

SILL

EXIST. ALUM.

SILL

NEW 1"

INSULATED

GLASS AND

SEALS

EXIST. FACED

BLOCK

EXIST. CMU

WALL

SHEET ID

N

AT

IO

N

AL

G

U

AR

D B

U R

EA

U

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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

0.25' 0.5' 1' 1.5'

FY

A-603

O

PE

N

IN

G D

ET

AI

LS

5T

H A

IR

LI

FT

W

IN

G

, A

IR

N

AT

IO

N

AL

G

U

AR

D B

AS

E, S

TE

W

AR

T

IN

TE

R

N

AT

IO

N

AL

A

IR

PO

R T, M

AG

U

IR

E W

AY

, N

EW

BU

R G

H , N

Y

M

AG

U

IR

E

W

AY

N

EW

BU

R

G H

, N Y

M .R

EY

N

O

LD

S

S.

AM

IR

I

A.

TU

R

BE

TT

F

EB

FA

-2

1- D

-0

0%

S U

BM

IT

TA

L

EN

ER

G Y:

R

EP

AI

R

B U

IL

D

IN

G

W H

AY

1 1/2" = 1'-0"A-603

3 HEAD DETAIL H4

1 1/2" = 1'-0"A-603

2 JAMB DETAIL J8

1 1/2" = 1'-0"A-603

1 SILL DETAIL S2

TY

PE

A

-2 (3

5% ) S

U

BM

IT

TA

L

A

PR

TY

PE

B -2

(1

) P

R E-

FI

N

AL

D

ES

IG

N

J U

L

Contractor Staging Area

TY

PE

B

-3 (1

) F

IN

AL

D

ES

IG

N

F

EB