Attachment 7 - Drawings Architectural.pdf

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MATERIAL STORAGE,

EQUIPMENT, AND

LAYDOWN YARD

A-310B

/4 A-310B

A-310B

/2 A-310

NEW BUILDING

NEW CONCRETE

SIDEWALK

MATERIAL STORAGE,

EQUIPMENT, AND

LAYDOWN YARD

CONCRETE PAVING

NEW CONCRETE PAVING

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

1/

/2

3:

:0

PM

Au to de sk

D oc s:

//H ou st on V

A M ed ic al C en te r/A _2

2-

1-

BC

LC

V

A-

BL

D G

_S H

EL

L.

rv t

SITE PLAN

EM

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

GC

AS101

1 25

580-324

Scale: 1" = 20'-0"

1 SITE PLAN

MICHAEL E. DEBAKEY VA

MEDICAL CENTER

REPLACE BUILDING 121

1 NEW BUILDING

2 NEW CONCRETE PAVING. RE: CIVIL DRAWINGS.

3 NEW CONCRETE SIDEWALK. RE: CIVIL DRAWINGS.

4 NEW 6" CONCRETE BARRIER CURB. RE: CIVIL

DRAWINGS.

5 GRASS LANDSCAPING AREAS. RE: LANDSCAPE

DRAWINGS.

6 NEW PARKING STRIPING. RE: CIVIL DRAWINGS.

7 REMOVABLE BOLLARDS AT 4' MAX SPACING. RE:

CIVIL DRAWINGS.

8 TREES. RE: LANDSCAPING PLAN.

9 PROTECT EXISTING TREES DURING

CONSTRUCTION. RE: CIVIL DRAWINGS.

10 NEW DUMPSTER AND DUMPSTER PAD LOCATION.

RE: CIVIL DRAWINGS.

11 PLANTERS AT 6' SPACING. RE: LANDSCAPING

PLANS.

12 LIMITS OF CONSTRUCTION

13 11' WIDE CONCRETE ENTRANCE DRIVE. RE: CIVIL

DRAWINGS.

14 NEW STONE BENCHES. RE: LANDSCAPING PLANS.

15 ELECTRICAL TRANSFORMER PAD. RE: CIVIL

DRAWINGS.

16 CHILLER PAD. RE: CIVIL DRAWINGS.

17 TAPER CURB. RE: CIVIL DRAWINGS.

18 PROVIDE FLUSH TRANSITION BETWEEN PAVING AND

SIDEWALK ALL ALONG H/C PARKING. RE: CIVIL

DRAWINGS.

19 NEW CATCH BASIN. RE: CIVIL DRAWINGS.

20 HANDICAP RAMP. RE: CIVIL DRAWINGS.

21 RESTRIPE PARKING AREA. RE: CIVIL DRAWINGS.

22 TACTILE WARNING DEVICES. RE: CIVIL DRAWINGS.

23 SCREEN WALL. RE:

24 RESTRIPE (1) PARKING SPOT AS A NO PARKING

AREA. RE: CIVIL DRAWINGS

25 PAINT VERTICAL EDGE OF TRANSFORMER PAD

YELLOW AND A 4" WIDE HORIZONTAL YELLOW STRIP

ACROSS FRONT OF TRANSFORMER PAD.

26 EXISTING FENCE

27 GRAVEL FILLED BASIN TIED TO UNDERGROUND

DRAINAGE AT THE BOTTOM FOR RAIN CHAIN

DRAINAGE FROM ENTRANCE CANOPY. RE:

A. SEE SHEET A-001 FOR GENERAL NOTES.

B. CONTRACTOR SHALL PERFORM

UNDERGROUND SURVEY INCLUDING

GROUND PENETRATING RADAR AND

MAGNETOMETER SURVEY PRIOR TO

UNDERGROUND WORK ACTIVITY.

C. CONTRACTOR TO VERIFY EXISTING

CONDITIONS IN FIELD PRIOR TO START OF

CONSTRUCTION.

D. ACCESSIBLE PARKING SPACES AND

ACCESS AISLES SHALL HAVE A SURFACE

SLOPE NOT TO EXCEED 2% IN ALL

DIRECTIONS.

E. CROSS SLOPE ALONG ENTIRE LENGTH OF

ACCESSIBLE ROUTE NOT TO EXCEED 2%.

F. REFER TO CIVIL AND LANDSCAPE

DRAWINGS FOR MORE INFORMATION.

G. REFER TO ELECTRICAL DRAWINGS FOR

SITE RELATED ELECTRICAL SCOPE.

H. REFER TO CIVIL DEMOLITION PLAN FOR SITE

DEMOLITION INFORMATION.

CAMBRIDGE ST.

D R

O P

O

FF

A R

EA

TYP.

TYP.

TYP.

TYP.

F.F.=46.80'

17 17

N O

R

TH

0 4 8 16

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

NO PARKING

NEW

CHILLER

ELECTRICAL

TRANSFORMER

NO

P

AR

KI

NG

5' CONCRETE SIDEWALK

TYP.

5GRASS

AREA

GRASS

AREA

5' C

O N

C R

ET

E

SI

D

EW

AL

K

NEW

CHILLER

TYP.

DUMPSTER

CL

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL

MANUFACTURERS ASSOCIATION

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

ABOUT ABT

AC ASBESTOS CEMENT OR ASPHALTIC

CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION

AGC ASSOCIATED GENERAL CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

ANT ANTENNA

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ASWG AMERICAN WIRE GAUGE

AT @

ATCH ATTACHMENT

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING

INSTITUTE

AWPA AMERICAN WOOD PRESERVERS'

ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BDY BOUNDARY

BEV BEVEL

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BL BUILDING LINE

BLD BUILD

BLDG BUILDING

BLKT BLANKET

BLK BLOCK

BLKG BLOCKING

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BOC BACK OF CURB

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BT BENT

BTWN BETWEEN

BTU BRITISH THERMAL UNIT

BTUH BTUPER HOUR

BU BUSHEL

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL

C CHANNEL CELSIUS

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

CAB CABINET

CAC CEILING ATTENUATION CLASS

CAP CAPACITY

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED /

OWNER INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD, CENTER OF

GRAVITY

CGSFU CERAMIC GLAZED STRUCTURALFACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON, CURB INLET

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CITP CERTIFIED INDEPENDENT

3RD-PARTY PROVIDER

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLF CHAINLINK FENCE

CLG CEILING

CLG HT CEILING HEIGHT

CLKG CAULKING

CLO CLOSET

CLR CLEAR

cm² SQUARE CENTIMETER cm³ CUBIC CENTIMETER

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CMT CERAMIC MOSAIC TILE

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CERTIFICATE

OF OCCUPANCY, CLEANOUT, OR

COMPANY

CO₂ CARBON DIOXIDE

COE CORPS OF ENGINEERS

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED,

COMBUSTION

COMM COMMUNICATION

COMP COMPONENT, COMPRESSIBLE

COMPF COMPOSITION FLOORING

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER. CONDITION, CONDUIT

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER

REPRESENTATIVE

CORR CORRIDOR

COV COVERED

CP COMPETENT PERSON

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRG CARRIAGE

CRS COLD ROLLED STEEL, COURSE

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS

INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CU CONDENSING UNIT, COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CW COLD WATER

CYL CYLINDER

CYL L CYLINDER LOCK

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DA DOUBLE ACTING

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DCW DOMESTIC COLD WATER

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHWS DOMESTIC HOT WATER

DIA, ∅ DIAMETER

DIAG DIAGONAL, DIAGRAM

DIAPH DIAPHRAGM

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE, DISTRIBUTION

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DN DOWN

DOC DOCUMENT

DPIM DIVISION OF INFORMATION

MANAGEMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DP DAMPROOFING

DR DOOR, DRAIN, DRESSING

ROOM, OR DRIVE

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DRY DRYER

DS DOWNSPOUT

DSGN DESIGN

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWLS DOWELS

DWTR DUMBWAITER

E EAST

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEC DR OP ELECTRIC DOOR OPENER

ELEV ELEVATOR

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENCL ENCLOSURE

ENGR ENGINEER

ENT ENTRANCE

ENVIR ENVIRONMENT

EOC EDGE OF CURB

EOP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION

AGENCY

EPDM ETHYLENE PROPYLENE DIENEMONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXC EXCAVATE

EXH EXHAUST

EXHF EXHAUST FAN

EXHG EXHAUST GRILLE

EXIST, (E) EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXST GR EXISTNG GRADE

EXT EXTERIOR, EXTERNAL, EXTINGUISHER

EXT GR EXTERIOR GRADE

F FAHRENHEIT OR FEMALE

FA FIRE ALARM, FRESH AIR

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FC FOOT CANDLE, FAN COIL UNIT

FCA FACILITY CONDITION ASSESSMENT

FCG FACING

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN, FIRE DAMPER

FDC FIRE DEPARTMENT

CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR, FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FLAT HEAD OR FLAT HEAD

SCREWS, FIRE HYDRANT

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOOR, FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FLUOR FIX FLUORESCENT FIXTURE

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF

CURB, FIBER OPTIC CABLE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT, OR

FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER

OR FIBERGLASS REINFORCED

PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION, FAR SIDE

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUTURE

FV FIELD VERIFY

FWC FABRIC WALLCOVERING

G GAS

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GOC GROUND CLEANOUT

GD GUARD, GARBAGE DISPOSER

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED

CONCRETE

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GFRP GLASS-FIBER-REINFORCED

PLASTIC

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED WOOD

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GR GRADE

GR FL GROUND FLOOR

GRAN GRANITE

GRND GROUND

GRTG GRATING

GRVL GRAVEL

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GV GATE VALVE, GAS VALVE

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H HIGH

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HD HEAD

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGER

HM HECTOMETER

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR HORSEPOWER

HPT HIGH POINT

HR HOUR

HQ HEADQUARTERS

HS HEAT-STRENGTHENED (GLASS) OR

HIGH STRENGTH

HSE HOUSE

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

HVY HEAVY

HW HOT WATER

HWH HOT WATER HEATER

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE (HIGHWAY) OR MOMENT OF INERTIA

I or FE IRON

IAQ INDOOR AIR QUALITY

IAW IN ACCORDANCE WITH

IBC INTERNATIONAL BUILDING CODE

IC INTERCOM

ID IDENTIFICATION, INSIDE

DIAMETER, OR INTERIOR DESIGN

ID NO IDENTIFICATION NUMBER

IE INVERT ELEVATION

IES ILLUMINATING ENGINEERING

SOCIETY

IESCR INTERRUPTING ELECTRICAL

SHORT CIRCUIT RATING

ILLUM ILLUMINATION

ILSM INTERIM LIFE SAFEY MEASURES

IN INCH

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

INV INVERT

IP IRON PIPE

IRH INFRARED HEATER

IRMA INVERTED ROOF MEMBRANE ASSEMBLY

IS INDUSTRIAL SEWER

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

J-BOX, JB JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K KEY

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KL KEY LOCK

KO KNOCKOUT

KPL KICKPLATE

KSI KIPS/SQUARE INCH

KSF KIPS/SQUARE FOOT

KW KILOWATTS

KWH KILOWATT HOUR METER

L ANGLE, LUMEN

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD LOAD

LD BRG LOAD-BEARING

LDR LEADER

LDG LANDING

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LG LENGTH

LH LEFT HAND

LHR LEFT HAND REVERSE

LHR LEFT HAND REVERSE LATENT HEAT

RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LINT LINTEL

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LONG LONGITUDINAL

LOX LIQUID OXYGEN

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHT WEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONC.

LYR LAYER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MC MEDICINE CABINET

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER, MATCH

EXISTING

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM

MED MEDIUM MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S

RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR

OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR, MONUMENT

MONO MONOLITHIC

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MSTC MASTIC

MT METAL THRESHOLD

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL

MANUFACTURERS

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL MANUF.

ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING CONTRACTORS

ASSOCIATION

NRP NONREMOVABLE

NS NARROW STILE, NEAR SIDE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OBGL OBSCURE GLASS

OBSC OBSCURE

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER, OUTSIDE

DIMENSION

OF/CI OWNER FURNISHED /

CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED / OWNER INSTALLED

OH OVERHANG, OVERHEAD

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPS OPERATIONS

OPT OPTIONAL

OR OPERATING ROOM, OUTSIDE RADIUS

ORD ORDNANCE OR OVERFLOW ROOF DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINSTRATION

OUT OUTLET

OVSCP OVERFLOW SCUPPER

OWS OIL WATER SEPARATOR

OZ OUNCE

PAR PARALLEL OR PARAPET

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR

PORTLAND CEMENT

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PCRA PRE-CONSTRUCTION RISK

ASSESSMENT

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PH, ∅ PHASE

PHAR PHARMACY

PHOTO PHOTOGRAPH

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PROPERTY LINE, PLATE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

PO POST OFFICE PURCHASE ORDER

PO PURCHASE ORDER POST OFFICE

POLY POLYETHYLENE (PLASTIC)

PP POWER POLE

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY, PROPOSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR

PRESSURE TREATED, POINT

PTD PAPER TOWEL DISPENSER, PAINTED

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QARRY

QT QUARRY TILE, QUART

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTR RD QUARTER ROUND

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE, RUBBER BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION

REFR REFRIGERATION REFRACTORY

REG REGISTER

REINF REINFORCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE

CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT, SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE DETECTOR,

OR SOAP DISPENSER;

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SJI STEEL JOIST INSTITUTE

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIF STIFFENER

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

STRUCT STL STRUCTURAL STEEL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TBD TACK BOARD

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL

TEMPERATURE CONTROL PANEL;

TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER, TRANSFER DUCT

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

TGL TOGGLE

THD THREAD

THERM THERMAL

THK THICK, THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TJC THE JOINT COMMISSION

TK BD TACKBOARD

TLT TOILET

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS WD FIN TRANSPARENT WOOD FINISH

TRTD TREATED

TS TENSILE STRENGTH OR TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT, UNIT COOLER

UCD UNDERCUT DOOR

UGE UNDERGROUND ELECTRIC

UGND UNDERGROUND

UH UNIT HEATER

UIP USE IN PLACE

UL UNDERWRITERS LABORATORIES

ULT ULTIMATE

UNEX UNEXCAVATED

UNFIN UNFINISH, UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET, UNIT VENTILATOR

V VOLT

VAC VACUUM

VAR VARIES

VB VINYL BASE

VC VINYL WALL COVERING

VCT VINYL COMPOSITION TILE,

VITRIFIED CLAY TILE

VEH VEHICLE

VENT VENTILATION, VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VFAT VINYL FACED ACOUSTICAL TILE

VFDU VARIABLE FREQUENCY DRIVE UNIT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VP VENEER PLASTER

VR VAPOR RETARDER

VS VENT STACK

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

W WIDE OR WEST

W/ WITH

W/O WITHOUT

WARR WARRANTY

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WC WL HNG WATER CLOSET, WALL HUNG

WCHR WATER CHILLER

WCL WL MTD WATER COOLER, WALL HUNG

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WFAB WALL FABRIC

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WH WATER HEATER, WALL HYDRANT

WHSE WAREHOUSE

WL WATER LINE

WLD WELDED

WM WIRE MESH

WP WATERPROOFING, WATER PROOF

WPD WATER PRESSURE DROP

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WRB WARDROBE

WS WEATHERSTRIP, WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WV WATER VALVE

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE

YD YARD

YR YEAR

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. ALL WORK PERFORMED SHALL BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE AND LOCAL BUILDING CODE REQUIREMENTS, SHALL BE EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND SHALL CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER, THE ARCHITECT, AND THE AUTHORITIES HAVING JURISDICTION. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY FEES ASSOCIATED WITH PROCURING SUCH PERMITS AND CERTIFICATES AND SHALL FURNISH COPIES OF

PERMITS, INSPECTIONS, AND CERTIFICATES TO THE OWNER.

3. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT.

PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO

WORK. PRODUCTS FROM OTHER MANUFACTURER’S ARE ALSO ACCEPTABLE. DIMENSIONS AND DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED INTO WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

4. ANY REQUESTS FOR SUBSTITUTIONS OF ANY SPECIFIED ITEM ARE TO BE SUBMITTED TO THE ARCHITECT IN WRITING AND WILL BE CONSIDERED ONLY IF THE ALTERNATE PROPOSED IS PROVEN TO BE ADVANTAGEOUS TO THE OWNER WITH RESPECT TO DELIVERY DATE, QUALITY, OR COST. IF SUBSTITUTE ITEM IS NOT APPROVED, THE SPECIFIED ITEM IS TO BE USED AT NO ADDITIONAL COST. ANY ARCHITECTURAL OR ENGINEERING NEED TO ACCOMMODATE NEW PRODUCTS WILL BE AT THE EXPENSE OF THE GENERAL

CONTRACTOR.

5. 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.

6. 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.

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

DRAWINGS AND SPECIFICATIONS.

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

ACTUAL FIELD CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

9. 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.

10. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS. PROVIDE SEPARATION STRIP

UNDER ALL EXTERIOR WALL TRACKS BETWEEN METAL AND CONCRETE.

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

12. REFER TO ALL OTHER TRADE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THIS PROJECT. ALL ITEMS SPECIFICALLY CALLED OUT IN THE SPECS AND DRAWINGS ARE THE "BASIS OF DESIGN"

AND ARE OPEN TO VA APPROVED EQUALS.

13. PROVIDE BLOCKING AT PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS: PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS

REQUIRED FOR COMPLETION OF THE WORK.

14. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED FACE OF WALL SURFACE. FIELD VERIFY DIMENSIONS PRIOR TO ORDERING FOR ALL COMPONENTS.

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

16. THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE ON A DAILY BASIS.

17. THE MEANS AND METHODS OF CONSTRUCTION, AND TEMPORARY STRUCTURES AND FACILITIES, ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE ARCHITECT DOES NOT ASSUME ANY RESPONSIBILITY

FOR THE CONTRACTOR'S MEANS AND METHODS OR FOR TEMPORARY STRUCTURES.

18. DEMOLITION OF EXISTING STRUCTURES IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE CONTRACTOR SHALL EMPLOY ENGINEERING EXPERTISE AS NEEDED TO ASSIST IN DEMOLITION. SEE

SPECIFICATIONS.

19. JOB SITE SAFETY AND SECURITY ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL CONSULT WITH LOCAL FIRE AUTHORITIES TO ASCERTAIN REQUIREMENTS FOR FIRE SUPPRESSION AND SAFETY DURING CONSTRUCTION. THE GENERAL CONTRACTOR IS SOLELY

RESPONSIBLE FOR MEETING OSHA REGULATIONS DURING CONSTRUCTION.

20. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR STORAGE AND PROTECTION OF BUILDING MATERIALS, AND INSTALLED CONSTRUCTION, FROM INCLEMENT WEATHER, THEFT, AND OTHER HAZARDS. THE GC SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR STORAGE OF MATERIALS. PARTIALLY COMPLETED WALLS SHALL BE COVERED TO PROTECT FROM WATER INTRUSION. DAMAGE, INCLUDING BUT NOT LIMITED TO MOLD, RESULTING FROM WATER INTRUSION DURING CONSTRUCTION SHALL BE REPAIRED AT

THE GENERAL CONTRACTOR'S EXPENSE.

15. ANY WORK REQUIRING WELDING, GRINDING, OR ANY OTHER METHOD THAT WILL PRODUCE SPARKS OR FIRE MUST BE COORDINATED AND CLEARED WITH THE BASE FIRE DEPARTMENT AND THE COR PRIOR TO

COMMENCING WORK. THIS WORK CANNOT BE PERFORMED OVER THE NEW TPO ROOF.

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

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ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

OKM

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

RMC

A-001 2 25

580-324

G_ABBREVIATIONS PROJECT NOTES

DC

RX

ES

CR

CRCR

RX ES DC

CR

RX

CR

ES

CR

RX ES DC

ES

DC

CR

CR

CR

ES

RX

DC

RX

KP

DC ES

P

P

P

P

P

ES

CR

CR

DC ES RX

CR

A-201

A-201

A

2 3 4 5 6

B

D

C

MECHANICAL

ELEC

OPEN

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

STAFF

CONFERENCE

ROOM

OCCUPATIONAL

THERAPY

COMMUNITY

ROOM

RESOURCE/

COMPUTERS

WAITING

VEST

TOILET

MEDS

EXAM

FAMILY

CONSULT

FAMILY

CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

TLT

OFFICE/CONSULT

16HAC

SOILED

STAFF

LOUNGE

VEST

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

TR

42 OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

RECEPTION/CHECK-IN

GROUP

ROOM 1

GROUP

ROOM 2

STAFF

TLT

TOILET

A-301

A-301

A-301

_____1 A-301

FIRE

RISER

ROOM

STORAGE

CORRIDOR

C01

CORRIDOR

C02

CORRIDOR

C06

CORRIDOR

C04

CORRIDOR

C03

CORRIDOR

C05

02A

Maa3 20 A

Maa3 0 A

Maa3 0 A Maa3 0 A

Ma2 0 A

Maa3 0 A

Maa3 0 A

Ma2 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa6 0 A

Maa3 0 A Maa3 0 A

Maa3 20 A

Maa3 20 A Maa3 20 A

Maa3 0 A

Maa3 0 A Maa3

0 A Maa6 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A Maa3

0 A

Maa3 0 A Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A Maa6

0 A

Maa3 0 A

Maa3 0 A Maa3

0 A

Maa3 0 A Maa3 0 A

Maa3 0 A

Maa3 0 A Maa3

0 A Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Ma2 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

20A

20B21

18 17

15 14 13 12 11

B

A

C04

C01

38 41

01A

C

B

02B

A-307

A-307

A-307 8 A-307

A-307

A-308

A-308

A-308

A-308

A-307

A-307

A-307

A-308

Maa6 0 A

A-101

A-301

A-301

A-301

_____3 A-301

A-302

7 7

OFFICE

Ma3 20 A

Ma3 0 A Ma3 0 A

Maa6 0 A

Ma3 0 A Ma3 0 A

12 12 12 1212

I-421

I-421

I-421 1

I-431

I-421

I-421

I-421

I-202

I-424

I-422

I-422

I-423

I-423

I-431

I-432

I-422

/2 A-104

/1 A-104

222222

33333

A-307

A-307

SIM

A-307

A-307

1.7

E

A.5

B.11 B.10

Ma3 0 A

A-307

Maa3 0 A

A-201

A-201

A-201

A-308

SIM

SIM

/1 A-310

CLEAN

SUPPLY

07A07 A

Maa6 20 A

Maa3 20 A

Mg3 0 A

Maa3 0 A

Ma2 0 A

Ma3 20 A

Maa3 20 A

Maa3 20 A

TRAINING

TLT

53B

STOR

53C

B

Maa6 0 A

Maa3 0 A

Maa3 0 A

Maa3 0 A

I-431

LOBBY

G

A-308

SIM

/4 A-310

Maa3 0 A

I-422

14 14

14 14

FD

FD

FD

FD

Maa3 0 A

Ma3 0 A

/4 A-310B

A-310B

SIM

/4 A-310RE:

EXTENTS OF

INTERIOR VEST.

IF DEDUCT 7 IS

USED SEE 1/A312

/2 A-310

PARTITION LEGEND

NON-RATED INTERIOR

PARTITION WALL

NON-RATED INTERIOR

PARTITION WALL WITH

INSULATION

NON-RATED EXTERIOR WALL

WITH INSULATION

20 MINUTE SMOKE WALL

INTERIOR PARTITION

WITH INSULATION

A-301

A-301

A-301

_____3 A-301

VEST

01A

B

C

E

B.11 B.10

Maa6 0 A

Maa6 0 A

Maa6 0 A

WINDOW TYPE

DOOR NUMBER

TYPICAL KEYNOTE

WALL TYPE

2 ALTERNATE NO.2: (includes all previous alternate(s)) Delete the movable partition and supporting structure between Group Rooms. See Architectural & Structural Drawings. See Sheets A-101, & S-102.

5 ALTERNATE NO.5: (includes all previous alternate(s)) Delete one of the exterior entry doors on the South side of the Entry Vestibule. See Architectural Drawings. See sheet A-101, & A-201

7 ALTERNATE NO.7: (includes all previous alternate(s)) Delete Main Entry Vestibule in it’s entirety on the exterior of the Building. Provide a new vestibule inside the building as part of the Waiting area. See Architectural & Structural Drawings. See sheets A-101, A-201, A311, A-312, S-100, & S-102.

14 ALTERNATE NO.14: (includes all previous alternate(s)) Provide shell spaces for 16 Office/Consult Rooms and Break Room. See Architectural Drawings. See sheet A-101.

BID DEDUCT ALTERNATES

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

1/

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FLOOR PLAN

EM

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

GC

A-101 3 25

580-324

N O

R

TH

0 4 8 16

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

1 FLOOR PLAN

A. SEE SHEET A-001 FOR PROJECT NOTES.

B. ANY DIMENSIONS NOT SHOWN OR DEEMED

QUESTIONABLE ARE TO BE VERIFIED BY

ARCHITECT/DESIGNER. DO NOT SCALE

DRAWINGS.

C. PENETRATIONS SHALL BE FIRE STOPPED WITH

VA APPROVED BRAND FIRE BARRIER PRODUCTS

AS REQUIRED TO MAINTAIN FIRE RATINGS AND

COMPLY WITH THE BUILDING CODE AND NFPA.

INSTALL IN ACCORDANCE WITH UL ASSEMBLIES

AND MANUFACTURER'S INSTRUCTIONS FOR

THEIR USE. CONTRACTOR MAY USE OTHER UL

LISTED FIRE STOP MATERIALS WHEN APPROVED

IN WRITING BY THE ARCHITECT, FIRE MARSHAL

AND VA COR.

D. PROVIDE METAL STUD FRAMING AROUND ALL

DUCT PENETRATIONS THRU METAL

STUD/GYPSUM BOARD WALLS.

E. REFER TO LIFE SAFETY PLAN FOR FIRE RATED

AND SMOKE PARTITION LOCATIONS. ALL FIRE &

SMOKE PARTITIONS SHALL EXTEND FROM FLOOR

SLAB TO THE UNDERSIDE OF STRUCTURE - DECK

ABOVE.

F. PROVIDE TYPE "X" GYPSUM BOARD IN ALL SMOKE

RATED WALLS AS REQUIRED.

G. ALL INTERIOR WALLS TO GO TO DECK FOR HIPPA

COMPLIANCE.

H. PROVIDE SUPPLEMENTAL METAL STUD FRAMING,

INSULATION, AND FINISH MATERIALS AS

REQUIRED TO MAINTAIN PARTITION FIRE-

RESISTANCE RATING AT RECESSED ITEMS.

I. ALL STEEL STUDS ARE TO BE BRACED

ACCORDING TO MANUFACTURER'S LIMITING

HEIGHT L/240. ALL EXTERIOR METAL STUDS ARE

6" UNLESS NOTED OTHERWISE.

J. PROVIDE DEFLECTION TRACKS WHERE ALL

METAL STUD PARTITIONS INTERSECT THE

UNDERSIDE OF METAL DECKS AND CONCRETE.

K. CAULK AT JUNCTURE OF INTERIOR FACES OF

DOOR FRAMES, VIEW WINDOW FRAMES,

EXTERIOR WINDOW FRAMES, CABINET WORK,

CASEWORK, RECESSED TOILET ACCESSORIES,

SURFACE MOUNTED TOILET ACCESSORIES, ETC.,

WITH ADJACENT MATERIALS EVEN THOUGH

JOINT MAY NOT BE VISIBLE.

L. PROVIDE AGGREGATE SUB-BASE OF MATERIAL

AND THICKNESS AS REQUIRED BY STRUCTURAL

ENGINEER.

M. SEE STRUCTURAL DRAWINGS FOR

REINFORCEMENT OF CONCRETE WALLS, AND

FOUNDATIONS.

N. REFER TO ENLARGED FLOOR PLANS,

ELEVATIONS, SECTIONS AND SCHEDULES ON

OTHER DRAWINGS SHEETS FOR ADDITIONAL

DETAILS.

O. GENERAL CONTRACTOR SHALL VERIFY

DIMENSIONS OF OWNER FURNISHED EQUIPMENT

AND COORDINATE INSTALLATION WITH ALL

TRADES WHERE REQUIRED.

P. ALL INTERIOR WALLS ARE TO HAVE A MINIMUM

STC RATING OF 50.

Q. REFER TO FINISH SHEETS FOR PARTITION

PROTECTION INFORMATION INCLUDING BUT NOT

LIMITED TO ALL CORNER GUARD TYPES AND

LOCATIONS.

R. PROVIDE 16 GA STUDS ON WET WALLS IN

RESTROOMS AND FOR THE DRINKING FOUNTAIN

WALL. ALL OTHER WALLS SHOULD BE 20 GA

STUDS (MINIMUM).

S. PROVIDE NEW FLOORING AND NEW FLOORING

FINISHES, TYPICAL ALL FLOORS. REFER TO ROOM

FINISH SCHEDULE SHEET I-001 FOR MORE

INFORMATION.

T. PAINT NEW WALLS, TYPICAL ALL WALLS. REFER

TO ROOM FINISH SCHEDULE SHEET I-001 FOR

MORE INFORMATION.

1 PROVIDE A CARD READER, POWER SUPPLY, AND

DOOR CONTACT. INCORPORATE/TIE IN ALL

COMPONENTS TO THE ACCESS CONTROL

SYSTEM SO THAT IT IS OPERATIONAL PRIOR TO

SUBSTANTIAL COMPLETION. REFER TO

SPECIFICATIONS AND ASSOCIATE HARDWARE

SET FOR ADDITIONAL DETAILS. PROVIDE CARD

READERS ON BOTH SIDES OF DOORS WHERE

APPLICABLE. RE: ELECTRICAL DRAWINGS.

2 11'-8" X 6'-8" RECESSED ALUMINUM WALK OFF

MAT INSET IN FLOOR. RECESS SLAB PER

SELECTED MANUFACTURER'S

RECOMMENDATIONS. RE:

3 SLIDING DOOR. PROVIDE AUTOMATIC DOOR

OPENING SYSTEM. REFER TO DOOR SCHEDULE

SHEET A-601.

4 INSTALL 4'X8' AC GRADE 3/4" IN TRADE SIZE

FIRE-RATED PLYWOOD BACKBOARD PAINTED IN

HIGH-GLOSS WHITE WITH 3 COATS OF

FIRE-RESISTANT PAINT FOR SERVICE

PROVIDER/SECURITY/VIDEO/ETC. FIT TIGHTLY

AGAINST GYP.BD AROUND PERIMETER

WALLS.RE: INTERIOR DRAWINGS FOR MORE

INFORMATION.

5 WALL MOUNTED LADDER TO ROOF HATCH. RE:

6 BI-LEVEL DRINKING FOUNTAIN WITH BOTTLE

FILLER. RE: PLUMBING DRAWINGS. CENTER

UNITS ON LOBBY WALL.RE: INTERIOR SHEETS.

7 FIRE EXTINGUISHER AND FIRE EXTINGUISHER

CABINET. SEE FIRE EXTINGUISHER CABINET

DETAILS ON SHEET G-003.

8 ROOM DIVIDER TRACK DETAIL . RE:

9 BILCO (OR APPROVED EQUAL)ROOF HATCH AND

GUARD RAIL SYSTEM (ABOVE). RE:

10 MECHANICAL EQUIPMENT - NEW CHILLER ON

NEW CONCRETE PAD. RE: MECHANICAL

DRAWINGS.

11 ELECTRICAL EQUIPMENT - NEW ELECTRIC

TRANSFORMER ON NEW CONCRETE PAD. RE:

ELECTRICAL DRAWINGS.

12 ELECTRICAL EQUIPMENT - RE: ELECTRICAL

DRAWINGS.

13 MECHANICAL EQUIPMENT - RE: MECHANICAL

DRAWINGS.

14 SCREEN WALL. RE:

15 PUSH BUTTON. RE: ELECTRICAL DRAWINGS.

16 STRUCTURAL BRACING. RE: STRUCTURAL

DRAWINGS

17 FIXED CAMERA. RE: TECHNOLOGY DRAWINGS.

18 SLOPE FLOOR 1/8"/FT TO DRAIN.

19 KEYPAD RE: TECHNOLOGY DRAWINGS.

20 GRAVEL FILLED BASIN TIED TO UNDERGROUND

DRAINAGE AT THE BOTTOM FOR RAIN CHAIN

DRAINAGE FROM ENTRANCE CANOPY. RE:

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

2 ENLARGED VESTIBULE PLAN N

O R

TH

0 4 8 16

NEW CONCRETE SIDEWALK

8' WIDE CONCRETE

SERVICE DRIVE/WALK

NEW CONCRETE

SIDEWALK

NEW CONCRETE

SIDEWALK

N

EW

C O

N C

R

ET

E

SI

D

EW

AL

K

N

EW

C O

N C

R

ET

E

SI

D

EW

AL

K

SYMBOLS LEGEND:

14,977 S.F. F.F. 46.80'

ELECTRICAL

TRANSFORMER

N

EW

C O

N C

R

ET

E

SI

D

EW

AL

K

SIM

C Progress Issuance 4 MM/DD/YYY Y

A-201

A-201

A-201

A-201

A

2 3 4 5 6

B

D

C

A-301

A-301

A-301

_____1 A-301

MECHANICAL

ELEC

OPEN

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

STAFF

CONFERENCE

ROOM

OCCUPATIONAL

THERAPY

COMMUNITY

ROOM

RESOURCE/

COMPUTERS

WAITING

VEST

TOILET

MEDS

EXAM

FAMILY

CONSULT

FAMILY

CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

TLT

12OFFICE/CONSULT

HAC

SOILED

18STAFF

LOUNGE

VEST

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

TR

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

OFFICE/CONSULT

RECEPTION/CHECK-IN

GROUP

ROOM 1

GROUP

ROOM 2

STAFF

TLT

TOILET

30'-8" 30'-8" 30'-8" 30'-8" 30'-8" 2'-0"

2' -0

'-0

'-0

'-0

157'-4"

FIRE

RISER

ROOM

STORAGE

CORRIDOR

C01

CORRIDOR

C02

CORRIDOR

C06

CORRIDOR

C04 CORRIDOR

C03

CORRIDOR

C05

A-301

A-301

A-301

_____3 A-301

A-302

A-102

14'-11" 9'-0 1/2"

2' -8

6' -4

9'

-4

4' -4

4'

-4

7' -8

6'-5" 19'-2" 7'-9" 6'-4" 10'-4" 10'-5" 10'-5" 10'-5" 6'-1" 1'-0"

10'-9"

3' -0

'-3

9"

8'-4" 3'-8"

CLEAR

6'-0" 12'-5" 12'-5"

CLEAR

6'-0" 12'-5" 12'-5"

CLEAR

6'-0" 12'-5" 12'-7"

CLEAR

6'-0"

1'-3"

1'-3"

21'-10"

1' -7

'-4

9' -0

9'

-2

9' -0

C

LE

AR

6' -2

'-3

7' -9

'-1

0" C

LE

AR

8' -0

'-0

'-2

'-2

C

LE

AR

6'

-0

'-4

5' -6

'-2

'-2

'-2

C

LE

AR

6'

-0

'-4

7'

-0

8' -4

'-9

'-4

6' -8

6'

-3

6' -8

'-1 1"

6' -8

6'

-2

37'-0" 3'-4" 4'-2" 3'-10" 4'-3" 6'-0" 26'-0" 6'-0" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 6'-0" 14'-1" 6'-0" 4'-0" 6'-0" 2'-8"

6' -0

2'

-0

6' -0

2'

-2

6' -0

21'-8" 8'-0" 16'-9" 8'-0" 9'-0" 8'-0" 9'-4" 8'-0" 9'-1" 8'-0"

20'-5" 4'-0"

9'-0" 3'-1"

'-7

1' -3

'-2

1' -3

1'

-3

1'-9"

2'-6"

1' -6

6' -8

1'-3"

1' -3

1'

-3

9' -8

'-5

1' -3

2'-3"

1'-3"

1'-3"

30'-10" 12'-7" 6'-0" CLR. 7'-1"

1'-0"

6'-0" CLR. 25'-0" 6'-0" CLR.

1' -3

6'

-6

1'-3"

1'-3" 12'-9" 1'-3"

1'-9"

157'-10"

5' -1

0"

'-3

1' -9

6'

-2

23'-2"

3' -0

1.7

E

A.5

B.11 B.10

CANOPY

ABOVE

CANOPY

ABOVE

20'-3"

'-4

1"3"

6' -5

2' -3

6'-3 1/2"13'-8"17'-5"14'-4"10'-4" 9'-9 1/2"2'-10"15'-0"

7"10'-7"

3'-7"31'-5"

5' -5

8' -0

4'-7"

2' -3

8' -2

9'

-0

'-1

0"

12'-4"30'-8"

1' -1

0"

'-9

6'-8 1/2" 8'-3 1/2"

9'-8" 6'-8 1/2" 14'-11" 9'-0 1/2"

'-2

/2

'-0

'-0

1'-3"

2' -0

9" 1'-3" 9"1'-3" 2'-0"

9" 1'

-3

1'-3"

2' -0

1'

-3

2' -2

1' -3

9"

A-601

CLEAN

SUPPLY

07A

6'-0"3'-4"

8"

'-2

TRAINING

TLT

53B

STOR

53C

A-311

7' -6

/2

LOBBY

FD

3'-6"

6'-10"

A-310B

SCREEN WALL

27'-8"

'-8

SLOPE FLOOR 1/8"/FT TO

DRAIN, TYP.

SLOPE FLOOR 1/8"/FT

TO DRAIN, TYP.

8'-6 1/2"

8'-1"

1/

4"5.4°

3' -4

6'-6"

4' -0

10"

8' -0

4'-10"

1' -3

2'-6"

D

A-301

A-301

A-301

_____3 A-301

VEST

14'-11"

2'-10" 9'-0"

1'-4 1/2" 11'-8" 1'-4 1/2"

1' -9

6'

-8

2' -1

0"

E

B.11 B.10

6"

6" 9'

-0

3/

4"

CENTER WALK-OFF MATT

ON BI-PARTING DOORS

3'-1"

/4

1' -9

A. SEE SHEET A-001 FOR GENERAL NOTES.

B. ANY DIMENSIONS NOT SHOWN OR DEEMED

QUESTIONABLE ARE TO BE VERIFIED BY

ARCHITECT/DESIGNER. DO NOT SCALE DRAWINGS.

C. DIMENSIONS SHOWN ARE TO FACE OF STUD

FRAMING, AND FACE OF CONCRETE/MASONRY

WALLS.

D. G.C. SHALL VERIFY DIMENSIONS OF OWNER

FURNISHED EQUIPMENT AND COORDINATE

INSTALLATION WITH ALL TRADES WHERE

REQUIRED.

E. REFER TO FINISH SHEETS FOR PARTITION

PROTECTION INFORMATION INCLUDING BUT NOT

LIMITED TO ALL CORNER GUARD TYPES AND

LOCATIONS.

F. G.C. SHALL INSTALL IN-WALL 16 GA METAL

BACKING FOR ALL PARTITION-MOUNTED

EQUIPMENT, ACCESSORIES, PARTITION STOPS,

ETC.

G. ALL INTERIOR WALLS SHALL RECEIVE

5/8" TYPE 'X' GYPSUM BOARD.

H. G.C. SHALL PROVIDE UL APPROVED FIRE RESISTIVE

PENETRATION SYSTEMS AT ALL FIRERATED

PARTITION ASSEMBLY.

I. EXTEND ALL WALLS TO UNDERSIDE OF DECK PER

UL ASSEMBLY REQUIREMENTS. REFER TO A-501

FOR INTERIOR PARTITION TYPES & DETAILS.

J. REFER TO SHEET A-309 FOR RATED PARTITION

INTERSECTIONS.

K. PROVIDE 16 GA STUDS ON WET WALLS IN

RESTROOMS AND FOR THE DRINKING FOUNTAIN

WALL. 20 GA STUDS ON ALL OTHER WALLS.

L. DOOR OPENINGS NOT LOCATED BY DIMENSIONS ARE

EITHER CENTERED IN THE WALL OR ARE LOCATED 4"

FROM FINISH WALL TO INSIDE FACE OF JAMB.

M. DIMENSIONS WITH THE NOTE "CLEAR" INDICATES

DIMENSION IS FROM FACE OF FINISH.

N. REFER TO CIVIL PLANS TO VERIFY FOOTPRINT

LOCATION.

PARTITION LEGEND

NON-RATED INTERIOR

PARTITION WALL

NON-RATED INTERIOR

PARTITION WALL WITH

INSULATION

NON-RATED EXTERIOR WALL

WITH INSULATION

20 MINUTE SMOKE WALL

INTERIOR PARTITION

WITH INSULATION

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

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DIMENSION PLAN

EM

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

GC

A-102 4 25

580-324

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

1 DIMENSION PLAN

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

2 ENLARGED VESTIBULE DIMENSION PLAN N

O R

TH

0 4 8 16 N O

R

TH

0 4 8 16

A-201

A

2 3 4 5 6

B

D

C

A-301

A-301

A-301

_____1 A-301

SLO

PE: 1/4"

SL

O

PE

: 1

/4

SLOPE: 1/4"

SL

O

PE

: 1

/4

SLO

PE: 1/4"

A-301

A-301

A-301

_____3 A-301

A-304

A-304

A-112

A-305

A-305

A-305

A-305

A-306

SLO

PE: 1/4"

A-306

/1 A-104

/5 A-104

1.7

E

A.5

B.11 B.10

A-201

A-201

A-201

'-8

/2

4'

-0

4'-0"

SIM

SIM

SIM

+1 0.

+10.75"

+1 0.

" +5" +5"

+5"+5"+5"

+10.75"

+10.75" +10.75" +10.75"

+1 0.

+10.75" +10.75"

+1 0.

+1 2.

+12.14"

+5"

+10.75" +10.75"

+10.75"

+6.39"+6.39"

+6.25"

+5.83"

2'-10"

+5.33"

/5 A-310

/3 A-310

SL

O

PE

: 1

/4

"SLO

PE: 1/4"

/5 A-310

CRICKET/TAPERED INSULATION

INDICATES ROOF SLOPE

INDICATES INSULATION

THICKNESS AT ROOF EDGE

SLOPE: 1/4"

WALKWAY PAD

A. CONTRACTOR SHALL VERIFY DIMENSIONS IN

FIELD PRIOR TO BEGINNING CONSTRUCTION.

B. ALL ROOF SURFACES TO SLOPE AT A MINIMUM

1/4" PER FOOT UNLESS OTHERWISE NOTED OR

SHOWN.

C. COORDINATE ROOF DRAIN/SCUPPER LOCATIONS

WITH PLUMBING DRAWING.

D. PROVIDE TAPERED INSULATION WHERE

INDICATED OR REQUIRED TO PROVIDE POSITIVE

DRAINAGE TO ROOF DRAINS AT A MINIMUM 1/4"

PER FOOT.

E. COORDINATE ALL ROOF PENETRATION

REQUIREMENTS WITH MECHANICAL, ELECTRICAL,

AND PLUMBING DRAWINGS.

F. ROOFING COMPONENTS MAY VARY DEPENDING

ON ROOFING MANUFACTURER. CONTRACTOR

SHALL INSTALL A COMPLETE CODE COMPLIANT

AND WARRANTIED ROOFING SYSTEM BASED ON

THE SELECTED ROOFING MANUFACTURERS

WRITTEN INSTRUCTIONS AND INSTALLATION

GUIDELINES.

G. ROOFING INSULATION THERMAL LETTER-VALUE

AND CORRESPONDING R-VALUE MAY VARY

DEPENDING ON INSULATION MANUFACTURER.

ROOFING CONTRACTOR TO CONSULT INSULATION

MANUFACTURERS WRITTEN DOCUMENTATION

AND PROVIDE A ROOF INSULATION THICKNESS TO

MEET OR EXCEED THE IECC REQUIREMENT.

H. ALL ROOF AREAS MUST HAVE POSITIVE DRAINAGE

UNLESS SHOWN OTHERWISE. NO PONDING OF

WATER OVER 1/8" IN DEPTH WILL BE ACCEPTABLE

AT ROOF DRAINS.

I. GENERAL CONTRACTOR SHALL COORDINATE ALL

ROOF PENETRATIONS WITH ROOFING

CONTRACTOR PRIOR TO INSTALLATION OF ROOF

SYSTEM.

J. TAPERED INSULATION LAYOUT IS BASED ON FLAT

STRUCTURE. ACTUAL AMOUNT MAY VERY.

COORDINATE WITH GENERAL CONTRACTOR.

K. SEE MECHANICAL, ELECTRICAL AND PLUMBING

DRAWINGS FOR OTHER ROOF PENETRATIONS

THAT MAY NOT BE SHOWN ON THIS SHEET.

L. THE CONTRACTOR SHALL INSURE THAT UPON

COMPLETION OF ROOF WORK, ALL ROOF DRAINS

ARE CLEAN AND CLEAR OF DEBRIS TO PROVIDE

AND UNOBSTRUCTED, FREE FLOW OF WATER.

M. NO GRINDING, CUTTING, OR WELDING OF

FERROUS METALS IS ALLOWED OVER INSTALLED

TPO ROOFING.

N. PROTECT INSTALLED TPO ROOFING FROM RUST

DAMAGE, DO NOT LEAVE BUCKETS OR OTHER

FERROUS OBJECTS ON THE ROOF THAT MAY

RUST AND STAIN THE ROOF.

O. REMOVE ANY LOOSE SCREWS, NAILS, OR OTHER

SHARP OBJECTS ON A DAILY BASIS OR AS

ENCOUNTERED.

P. CONTRACTOR TO CLEAN ROOF BEFORE TURNING

BUILDING OVER TO OWNER.

PARTITION LEGEND

NON-RATED INTERIOR

PARTITION WALL

NON-RATED INTERIOR

PARTITION WALL WITH

INSULATION

NON-RATED EXTERIOR WALL

WITH INSULATION

20 MINUTE SMOKE WALL

INTERIOR PARTITION

WITH INSULATION

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

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ROOF PLAN

EM

REPLACE BUILDING 121

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BOULEVARD

HOUSTON, TX 77030 JANUARY 24, 2025

100% CONSTRUCTION DOCUMENTS

GC

A-103 5 25

580-324

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

1 ROOF PLAN

ROOF LEGEND

1 BILCO (OR APPROVED EQUAL)ROOF HATCH AND

GUARD RAIL SYSTEM. RE:

2 LOUVERED ALUMINUM SUNSHADE. RE:

3 ROOF DRAIN & OVERFLOW DRAIN. SEE PLUMBING

DETAIL RE:3/P-502.

4 THICKNESS OF INSULATION VARIES AT ROOF

EDGES. MINIMUM OF 5" BASE INSULATION SLOPED

AT 1/4" PER FOOT.

5 ANODIZED ALUMINUM PARAPET CAP FLASHING.

CLEAR ANODIZED FINISH. RE:

6 SINGLE PLY TPO ROOF WITH TAPERED RIGID

INSULATION (R-30) MINIMUM.

7 INTAKE RELIEF HOOD. RE: MECHANICAL

DRAWINGS.

8 VENT THROUGH ROOF. SEE PLUMBING DETAIL

RE:8/P-501.

9 ALUMINUM RAIN CHAIN DRAIN. RE:

10 SOLID PANEL ALUMINUM CANOPY OVER DOORS.

RE:

3 3 3

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.TYP.

TYP.

2 32

N O

R

TH

0 4 8 16

99 1010

NOTE:

PAINT ALL EXPOSED LADDER AND ROOF

HATCH SURFACES THAT ARE NOT

ALREADY FINISHED.

2-1/2"x2-1/2"x3/8"x2-1/2" CLIP

ANGLE, WELD TO STRINGER, AND

BOLT TO SLAB

3/4" DIA. BAR RUNGS WITH NON-SLIP

TOP SURFACE (TYPICAL), WELD TO

CENTER OF STRINGERS @ 12" o.c.

VERTICALLY MAX. - SPACE UNIFORMLY

3/8"x2-1/2" BAR BRACKETS @ 2'-0" o.c.

VERTICAL (TYPICAL) WELD TO

STRINGERS, ANCHOR TO WALL WITH

EXPANSION BOLTS (TYPICAL)

3/8"x2-1/2" BAR STRINGERS

PROVIDE FIRE-TREATED BLOCKING

OR 16 GA. METAL STUD FRAMING

WITHIN GYPSUM BOARD WALL FOR

ATTACHMENT OF BRACKETS

6"

COORDINATE WITH

HATCH MFGR'S

EXTENDABLE SAFETY

POST REQUIREMENTS

PROVIDE BLOCKING IN

WALL TO ANCHOR

LADDER SECURELY

1'

0" 1'

0"

1'

0"

CLEAR

1' - 6"

VE

R

IF

Y

IN

F

IE

LD

H

EI

G H

T

AS

R

EQ

U

IR

ED

EXTENDABLE

SAFETY POST

PREFABRICATED

ROOF HATCH.

PREFINISHED OR

FIELD PAINTED.

PROVIDE ACROVYN WALL

PANELS BEHIND LADDER

HATCH MOUNTED

FALL PROTECTION

RAILING

PROVIDE GYP. BD.

ENCLOSURE DOWN

TO 2" BELOW

FINISHED CEILING (IF

PRESENT)

FRAME W/CAP FLASHING

(CORNERS FULLY WELDED)

MANUFACTURER'S HATCH RAIL

SYSTEM AT THREE SIDES, INSTALL

SIDE GATE AT TOP OF LADDER

LOCK STRIKE PER MANUF

CONTINUOUS AP SEALANT & BACKER

ROD INSIDE CAP FLASHING

CONT PAINTED GALV SHEET METAL

COUNTER FLASHING W/BOTTOM DRIP

RETURN

ROOF MANUF FASTENER

& SEAM PLATE, 12" OC

MAX

2" MIN WELDED SPLICE

TPO MEMBRANE RE: SPECS

CONT TPO CUT EDGE SEALANT

R-30 RIGID INSULATION

METAL

DECK

CAP SCREWS W/NEOPRENE WASHERS,

MIN 16" OC EACH SIDE

5/8" DENSGLASS OR VA

APPROVED EQUAL

TPO FLASHING W/BONDING ADHESIVE

AT CURB & 2" MIN WELDED SPLICE TO

ROOF MEMBRANE

PERIMETER BENT STEEL PLATE (RE:STRUC)

PADLOCK HASP

SLOPE SLOPEMIN

2"

MIN

2"

2"

4 FT DIAMETER SUMP DRAIN TYPICAL (N.T.S.)

2"

COMBINATION ROOF DRAIN AND OVERFLOW

DRAIN PER MECH SPECS - PROVIDE TREATED

WOOD NAILERS & SUPPORT (NOT DRAWN) AS

REQUIRED BY DRAIN MANUF, FILL VOIDS

BELOW DRAIN PAN W/FOAM INSULATION

FULL SHEET TPO SUMP FLASHING W/BONDING

ADHESIVE OVER DRAIN PAN - EXTEND ROUND

CUT OPENING IN TPO MEMBRANE APPROX 1"

PAST CLAMPING RING (SIZE OPENING TO BE

LARGER THAN DRAIN PIPE)

TREATED WOOD NAILERS & PLYWOOD SHIMS FOR

PAN SUPPORT

WELDED LAP SPLICE AT

SUMP PERIMETER,

TPO MEMBRANE RE: SPECS

5/8" DENSGLASS (OR APPROVED

EQUAL)

R-30 RIGID INSULATION (MAX 5"

THICKNESS ALLOWED)

METAL DECK

PROVIDE AN APPROPRIATE UL RATED

FIRE STOP WHERE REQUIRED BY CODE FOR

ROOF PENETRATIONS

PROVIDE MANUFACTURER'S

SCREEN BASKET AT OVERFLOW

DRAINS, TYPICAL (NOT DRAWN)

TIE OVERFLOW TO EXPOSED

"COWS TONGUE" IN A VISIBLE

LOCATIN. (REFER TO PLUMBING

DRAWINGS)

TPO MEMBRANE RE: SPECS

ROOF MANUF FASTENER &

SEAM PLATE, 12" OC MAXTPO MEMBRANE

MUST EXTEND 1/2"

BEYOND SEAM

PLATES

TPO BONDING ADHESIVE

TPO PARAPET FLASHING

WELDED SPLICE

R-30 INSUL

METAL DECK

PARAPET

POSITION PLATES 1/2"

MIN ABOVE FINISHED

ROOF

1/ 2"

M

IN

2" MINM

IN4"

1/ 2"

M

IN

5/8" DENSGLASS OR VA

APPROVED EQUAL

R-30 INSUL

METAL DECK

LIGHTNING ROD - EXTEND TO REQUIRED HT.

GROUND WIRE (SEE ELECTRICAL). SECURELY FASTEN TO ROOF WITH

APPROPRIATE FASTENERS.

TPO ROOF MEMBRANE

RE: SPECS

POURABLE SEALER

LIGHTNING ROD - EXTEND TO REQUIRED

HEIGHT.

APPROPRIATE FASTENERS

BY LIGHTNING PROTECTION

INSTALLER

FIRESTONE WATERBLOCK

AP SEALANT

TPO MEMBRANE

TPO BONDING ADHESIVE

PARAPET

ROOF MOUNT

WALL MOUNT

LIGHTNING PROTECTION NOTES:

GROUND WIRE SUPPORTS SHALL BE INSTALLED IN A SIMILAR

MANNER TO LIGHTNING RODS.

A SUFFICIENT NUMBER OF GROUND WIRE SUPPORTS MUST BE

INSTALLED TO INSURE THAT THE GROUND WIRE DOES NOT COME

INTO CONTACT WITH FIELD, FLASHING OR WALL MEMBRANE.

IF THE GROUND WIRE COMES IN CONTACT WITH THE MEMBRANE

THEN AN ADDITIONAL LAYER OF TPO MEMBRANE WILL NEED TO BE

INSTALLED UNDER THE GROUND WIRE TO PREVENT CONTACT WITH

THE MEMBRANE.

BATTEN-IN-THE-SEAM OR MECHANICALLY FASTENED ATTACHED

SYSTEMS REQUIRE THE GROUND WIRE TO BE PLACED PARALLEL

AND WITHIN 8" OF THE BATTEN STRIP.

ROOF MANUFACTURER ASSUMES NO RESPONSIBILITY FOR

ATTACHMENT OF LIGHTNING RODS OR DAMAGE TO THE ROOF

SYSTEM BECAUSE OF FAILURE OR DETACHMENT.

REFER TO ELECTRICAL DRAWINGS

AND LIGHTNING PROTECTION INSTALLER

DETAILS FOR FURTHER INFORMATION

5/8" DENSGLASS OR VA

APPROVED EQUAL

MEMBRANE ADHESIVE

TPO MEMBRANE RE: SPECS

TERMINATE UNDER

PARAPET CAP

WOOD NAILER

1-3/4" 5d STAINLESS STEEL

RING

SHANK NAILS @ 24" (610 mm)

O.C. MAX.

1-3/4" 5d STAINLESS STEEL RING SHANK NAILS @ 4" (102 mm) O.C.

MAX.

WALL

REAR FACE FASTENERS, 12"

(305 mm) O.C.

COPING ANCHOR

CLIP

METAL COPING COVER

6" M

AX

3" FIXED

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: ARCHITECT/ENGINEER OF RECORD

Date Checked Drawn

FULLY SPRINKLERED

U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Approved

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

1/

/2

3:

:2

PM

Au to de sk

D oc s:

//H ou st on V

A M ed ic al C en te r/A _2

2-

1-

BC

LC

V

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BL

D G

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rv t

ROOF DETAILS

EM

REPLACE BUILDING 121

MICHAEL E.