Attachment 04 Architectural Drawings.pdf

CONSTRUCTION GRADE

4" 3' - 4" 4"

6" 3' - 0" 6"

4' - 0"

PROJECT NAME & OWNER, ETC. - REFER

TO "TEXT LAYOUT ELEVATION"

THIS DRAWING

3/4" MDO PLYWOOD - SECURE TO POSTS W/

8 CARRIAGE BOLTS LOCATED AS INDICATED

(+). PAINT HEADS TO MATCH SIGN

BACKGROUND COLOR

REFER TO "ARCHITECT'S SIGN" THIS

DRAWING

CONTRACTOR'S SIGN - 3'-4"W X 1'-7"H W/ 2"

RADIUS CORNERS. APPLIED PANEL OR

DIRECT PAINTED AT CONTRACTOR'S

OPTION

4x4 PPT - POSTS

CUT TOPS THUS

6" RADIUS (TYPICAL)

NOTE;

BACKGROUND SIGN, POSTS, & FASTENERS

SHALL RECEIVE 2 COATS EXTERIOR ENAMEL

ROLL-APPLIED PAINT (BACK SIDE OF SIGN 1

COAT ONLY), IN COLOR WHITE.

45°

1" FLAT

H.R.T. JR. ARNG

READINESS

CTR VISITOR'S

CENTER4

REFER TO

"ARCHITECT'S SIGN"

THIS DRAWING

GENERAL NOTE:

SIGN BACKGROUND SHALL BE PAINTED WHITE. TEXT

SHALL BE PAINTED TO MATCH PANTONE 432 (GRAY).

A. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY

ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IN THE CASE OF A CONFLICT,

DISAGREEMENT, OR AMBIGUITY, PROVIDE THE BETTER QUALITY. IN THE CASE OF A

CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE GREATER QUANTITY OF

WORK.

B. ELEMENTS THAT ARE IDENTIFIED BY OTHER DISCIPLINES (e.g., CIVIL, STRUCTURAL, PLUMBING, FIRE PROTECTION, MECHANICAL, ELECTRICAL) ELSEWHERE WITHIN THE

ARCHITECTURAL SERIES OF DRAWINGS AND/OR SPECIFICATIONS, OR IDENTIFIED OR

COVERED BY DEFAULTS (e.g., SIZES, THICKNESS, SPACING, MATERIALS) IN THE

SPECIFICATIONS MAY NOT BE ANNOTATED (NOTE OR KEYNOTED) ON THESE

DRAWINGS.

C. ELEMENTS IDENTIFIED IN "LEGENDS" AND/OR "GENERAL NOTES" MAY NOT BE NOTED

IN DETAILS, OR SECTIONS, AS THESE ELEMENTS ARE IDENTIFIED IN THE LEGENDS

(e.g. FACE BRICK, CMU, WINDOWS)

D. REFER TO "ASSEMBLIES" FOR MATERIALS AND COMPONENTS THAT MAKE UP THAT

PARTICULAR ASSEMBLY (e.g., EXTERIOR WALL ASSEMBLIES, ROOF ASSEMBLIES, AND

FIRE-RATED ASSEMBLIES). ONCE A PARTICULAR ASSEMBLY HAS BEEN IDENTIFIED

ON ONE DRAWING, THAT SAME ASSEMBLY GRAPHIC SHALL APPLY TO ALL OTHER

SIMILAR LOCATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE. PROVIDE THAT

SAME ASSEMBLY AT THE SIMILAR LOCATION WHETHER THE ASSEMBLY GRAPHIC

SYMBOL IS SHOWN OR NOT.

E. VERIFY ALL DIMENSIONS, INCLUDING DIMENSIONS ON STRUCTURAL DRAWINGS AND

OTHER ARCHITECTURAL DRAWINGS. IMMEDIATELY NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

F. PROVIDE CONCRETE HOUSEKEEPING PADS FOR ALL EQUIPMENT INDICATED TO BE

MOUNTED OR OTHERWISE REQUIRED TO BE MOUNTED TO THE FLOOR. WHERE

PADS ARE NOT SHOWN, PROVIDE 6" THICK CONCRETE PADS W/ 3/4" CHAMFERED

EDGES (ALL SIDES). REINFORCE WITH MESH EQUIVALENT TO FLOOR SLAB

REINFORCING REQUIREMENTS.

ARCHITECTURAL GENERAL NOTES

N

KEYNOTES

ENLARGED PLAN OR WALL SECTION TITLE

1/4"=1'-0"

A7.1

ENLARGED PLAN OR WALL SECTION NUMBER

DRAWING NUMBER WHERE ENLARGED PLAN OR WALL SECTION IS INDICATED

DRAWING NUMBER WHERE ENLARGED PLAN OR WALL SECTION IS CUT

ADDITIONAL DRAWING NUMBERS WHERE ENLARGED PLAN OR WALL

SECTION IS CUT

A2.1 A2.3 A2.6

ARCHITECTURAL GRAPHIC SYMBOL LEGEND

1. KEYNOTES ARE GENERALLY ASSOCIATED WITH A SERIES OF DRAWINGS (e.g., A3.2.n, A5.1.n); THEREFORE KEYNOTE NUMBERS FROM SERIES TO SERIES WILL VARY (i.e., KEYNOTE NO. 1 IN THE A3.2.n SERIES WILL BE DIFFERENT FROM KEYNOTE NO. 1 IN THE A5.1.n SERIES).

n nnn n n/n"

KEYNOTE (1 TO 2 DIGITS)

KEYNOTE (3 DIGITS ONLY)

SIZE; THICKNESS; OR OTHER

DESCRIPTIVE INFORMATION

REFER TO

A3.0.1 FOR

FINISH

SCHEDULE

REFER TO

A3.1.1 FOR

SCHEDULE

SPACE NAME

SPACE NUMBER

SQUARE FOOTAGE, IF INDICATED

BUILDING "PART" NUMBER

IN MULTI-PART BUILDING

SUPERVISOR'S

OFFICE

100 SF

A101

SPACE

DOOR

FIRE RATING IN MINUTES (IF INDICATED)

DOOR SUFFIX LETTER WHEN MORE

THAN ONE DOOR PER SPACE

SPACE NUMBER

A101C

STL

AW

AS

CW

LVR

GBLK

STEEL FRAME NUMBER

ALUMINUM WINDOW NUMBER

ALUMINUM STOREFRONT NUMBER

CURTAIN WALL NUMBER

LOUVER NUMBER

GLASS BLOCK NUMBER

JOINT

ELEVATION OR BUILDING SECTION TITLE

1/4"=1'-0"

A A4.1

ELEVATION OR BUILDING SECTION LETTER

DRAWING NUMBER WHERE ELEVATION OR BUILDING SECTION IS INDICATED

DRAWING NUMBER WHERE ELEVATION OR BUILDING SECTION IS CUT

ADDITIONAL DRAWING NUMBERS WHERE ELEVATION OR BUILDING SECTION IS CUT

A2.0.1 A2.0.2 A2.0.3

PLAN TITLE

1/8"=1'-0"

DETAIL TITLE

1/2"=1'-0"

A5.2

DETAIL NUMBER OR LETTER

DRAWING NUMBER WHERE DETAIL IS INDICATED

DRAWING NUMBER WHERE DETAIL IS CUT

ADDITIONAL DRAWING NUMBERS WHERE DETAIL IS CUT

A5.1

A5.3 A5.7

A2.1

A2.1

A2.1

A2.1

A7.1

A7.1

2 4

WALL OR MISC SECTION WHERE CUT

WALL SECTION NUMBER

DRAWING NUMBER WHERE

WALL SECTION IS INDICATED

DETAIL OR ENLARGED PLAN WHERE CUT

DETAIL OR ENLARGED PLAN NUMBER

DRAWING NUMBER WHERE DETAIL

OR ENLARGED PLAN IS INDICATED

BUILDING SECTION WHERE CUT

INTERIOR OR EXTERIOR ELEVATION WHERE CUT

SECTION NUMBER

DRAWING NUMBER WHERE SECTION

IS INDICATED

ELEVATION NUMBER

DRAWING NUMBER WHERE ELEVATION IS INDICATED

MULTIPLE ELEVATIONS

1 CASEWORK TITLE

1/4"=1'-0"

CASEWORK ELEVATION NUMBER

REFER TO A3.1.n

FOR TYPES

REFER TO A3.1.n

FOR TYPES

REFER TO A3.1.n

FOR TYPES

REFER TO A3.1.n

FOR TYPES

REFER TO A3.1.n

FOR TYPES

REFER TO A3.1.n

FOR TYPES

REFER TO A0.2

FOR LEGEND

SURFACE MOUNT FEC: TOP OF CABINET AT 4'-0" AFF

FEC

1T EQUIPMENT TYPE

INTERIOR ARCHITECTURAL

WOODWORK (CASEWORK)

ELEVATION

ROOF ASSEMBLY

FIRE-RATED ASSEMBLY

WALL ASSEMBLY

GLAZING/GLASS TYPES

PLAN NORTH (MAY DIFFER

FROM POLAR NORTH)

RFAn

Xn

WAn n

A8.1A8.3

MATCH LINE

WORKING POINT

DATUM POINT

CENTERLINE

REFER TO

A8.1.1 FOR

ELEVATIONS

REFER TO A10.1

FOR LEGEND

REFER TO LS1.1

FOR LEGEND

REFER TO A5.1.1

FOR LEGEND

REFER TO A3.1.n

FOR LEGEND

TOILET ASSEMBLYTAn

REFER TO A7.1.1

FOR LEGEND

PLATE

WPT

CL

PL

REFER TO

A0.2 FOR

LEGEND SB=SMOKE BARRIER

SP=SMOKE PARTITION

IU=INCIDENTAL USEXn-XX

WALL PARTITION TYPE

FIRE RESISTANCE RATING

IN HOURSXn-n

WALL PARTITION TYPE

SEMI-RECESSED FEC: T.O. MASONRY OPENING AT 4'-0" AFF

FEC

FULLY-RECESSED FEC: T.O. MASONRY OPENING AT 4'-0" AFF

FEC

BRACKET: MOUNT BRACKET AT 4'-0" AFF

FEB

A

STRUCTURAL GRID LINE

WITH DESIGNATIONS

ARCHITECTURAL MATERIALS LEGEND

EARTH

POROUS FILL

CONCRETE

ACOUSTICAL BATTING

RIGID INSULATION

SPRAYED

POLYURETHANE

FOAM

WOOD SHIM

WOOD BLOCKING -

CONTINUOUS

FINISHED WOOD

PLYWOOD

GYPSUM BOARD /

SHEATHING

CONCRETE

MASONRY UNIT

GROUTED SOLID

CONCRETE

MASONRY UNIT

NOTE: PROVIDE 100% SOLID, PLANT-

CAST UNITS WHERE CORE HOLES

WOULD BE VISIBLE WITHIN FINISH

SPACE, AND WHERE A BLOCK ACTS

AS THE BASE FOR A BED OF

SEALANT.

ARCHITECTURAL

PRECAST CONCRETE

CAST STONE

MASONRY

NOTE: ALL VENEER CMU SHALL BE

GROUND FACE

/4

/2

/4

3 1/4" 3 1/4"

2" RADIUS

(TYPICAL)

SIZE: 1'-11" VERTICAL x 3'-4" HORIZONTAL

NOTES:

"MOSELEY" TEXT IN LOGO AND WEB ADDRESS IS PMS 485. BULLETS ARE PMS 485,

ALL OTHER TEXT AND BORDER IS PMS 432. BACKGROUND IS WHITE.

FONT FOR "DESIGNING SOLUTIONS BUILDING TRUST ENRICHING LIVES" TEXT IS

CALIBRI, ALL OTHER TEXT IS AVANTGARDE FONT.

11 131/256" 11 131/256"

/2

DESIGNING SOLUTIONS BUILDING TRUST ENRICHING LIVES

M O

S E

L E

Y A

R C

H

IT

E C

T S

.C O

M

PROJECT NO:

DATE:

N

O R

F O

L K

S T

R E

E T

R

IC

H

M O

N D

V

A

P H

O N

E

-7

F

A X

-5

A

B

C

D

E

1 2 4 53 6 7 8 9 10

F

G

H

I

J

/2

/2

:3 :2

P

M

GENERAL

ARCHITECTURAL

INFORMATION

H . R

. T . J

R . A

R N G R

EA

D

IN

ES

S C

EN

TE

R (T

A R C ) V

IS

IT

O R S C

EN

TE

R

S . G

E O

R G

E M

A S

O N

D R

, A R

L

IN

G T

O N

, V A

A0.1

V A

F M

P N

9-

594303

MAY 27 2020

ARCHITECTURAL ABBREVIATIONS

1/2" = 1'-0"

PROJECT SIGN ELEVATION

1 1/2" = 1'-0"

TEXT LAYOUT ELEVATION

T TREAD

T&G TONGUE & GROOVE

T.O. TOP OF

TB TACKBOARD

TEL TELEPHONE

TERR-C TERRAZZO CEMENTITIOUS

TERR-E TERRAZZO EPOXY

TERR-R TERRAZZO RUBBERIZED

THHD THRESHOLD

THK THICKNESS, THICK

TOS TOP OF STEEL

TOW TOP OF WALL

TS TACK STRIP

TV TELEVISION

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED (INDICATED) OTHERWISE

VAT VINYL ASBESTOS TILE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VDB VISUAL DISPLAY BOARD

VERT VERTICAL

VEST VESTIBULE

VFCT VINYL FREE COMPOSITION TILE

VFWC VINYL FREE WALLCOVERING

VR VAPOR RETARDER

VT VINYL TILE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WIDE, WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WCP WOOD CEILING PANEL

WD WOOD

WDW WINDOW

WP WATERPROOFING

WPT WORKING POINT

WSCT WAINSCOT

WSF WOOD SPORTS FLOORING

WT WEIGHT

WWF WELDED WIRE FABRIC

XPS EXTRUDED POLYSTYRENE

H HIGH

HB HOSE BIBB

HBD HARDBOARD

HDC HOLD DOWN CLIPS

HDNR HARDENER

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HPC HIGH PERFORMANCE COATINGS

HPFP HIGH PERFORMANCE FLOOR PAINT

HT HEIGHT

HVAC HEATING, VENTILATING, AIR CONDITIONING

ID INSIDE DIAMETER

IN INCH, INCHES

INCL INCLUDE, INCLUDING

INFO INFORMATION

INST INSTALLATION

INSUL INSULATION

INT INTERIOR

IRWC IMPACT RESISTANT WALL COVERING

IWB INTERACTIVE WHITE BOARD

JAN JANITOR

JCT JUNCTION

JT JOINT

L LENGTH/LONG

LAB LABORATORY

LAHJ LOCAL AUTHORITY HAVING JURISDICTION

LAM LAMINATE

LAV LAVATORY

LH LEFT HAND

LIN LINOLEUM

LKR LOCKER

LMC LINEAR METAL CEILING

LPS LAMINATE PANEL SYSTEM

LT LIGHT

LVR LOUVER

M METER

MACH MACHINE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MCM METAL COMPOSITE MATERIAL

MCP METAL CEILING PANEL

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MIF MULTICOLOR INTERIOR FINISHING

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING

MO MASONRY OPENING

MPS MANUAL PROJECTION SCREEN

MR MAP RAIL

MT MOUNT

MTD MOUNTED

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OPNG OPENING

OPP HD OPPOSITE HAND

OVHD OVERHEAD

P-TILE PORCELAIN TILE

PC PRECAST

PERF PERFORATED, PERFORATION(S)

PERIM PERIMETER

PIP POURED IN PLACE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLWD PLASTIC LAMINATE WOOD

PLYWD PLYWOOD

PNL PANEL, PANELING

POLY POLYETHYLENE

PPS POWER PROJECTION SCREEN

PPT PRESSURE- OR PRESERVATIVE-TREATED

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PREP PREPARE / PREPARATION

PS PROJECTION SCREEN

PSB PENCIL SHARPENER BLOCK

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTN PARTITION

PTS PNEUMATIC TUBE SYSTEM

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PVWC PERFORATED VINYL WALL COVERING

QSM QUARTZ SURFACING MATERIAL

QT QUARRY TILE

QTY QUANTITY

R RISER, RADIUS

R/W RIGHT OF WAY

RAD RADIUS

RAF RESILIENT ATHLETIC FLOORING

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REFG REFRIGERATOR

REINF REINFORCING, REINFORCE(D)

REM RECESSED ENTRY MAT

REQ'D REQUIRED

RES RESINOUS FLOORING

RFT RUBBER FLOOR TILE

RH RIGHT HAND

RL RAIN LEADER

RM ROOM

RO ROUGH OPENING

RSF RUBBER SHEET FLOORING

RSR RESILIENT STAIR RISER

RST RESILIENT STAIR TREAD

RT RIGHT

RTU ROOFTOP UNIT

SAB SOUND ATTENUATION BLANKET

SC-PLK SECURITY CEILING PLANK

SC-PNL SECURITY CEILING PANEL

SCH SCHEDULE

SF SQUARE FEET / FOOT

SFRM SPRAYED FIRE RESISTANT MATERIAL

SHM SECURITY HOLLOW METAL

SHTG SHEATHING

SIM SIMILAR

SPEC SPECIFICATION

SPF SPRAYED POLYURETHANE FOAM

SPR SPRINKLER

SQ SQUARE

SQ FT SQUARE FEET / FOOT

SRD SECONDARY ROOF DRAIN

SS STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

ST STREET

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SWM SECURITY WOVEN MESH / WOVEN ROD

SYM SYMMETRICAL

A-PT ACCENT PAINT

ABS AIR BARRIER SYSTEM

ABV ABOVE

ACP ACOUSTICAL CEILING PANEL

ACT ACOUSTICAL CEILING TILE

ACW ALUMINUM CLAD WINDOW

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AP ACCESS PANEL

APC ARCHITECTURAL PRECAST CONCRETE

ARC ABUSE RESISTANT COATING

AS ALUMINUM STOREFRONT

AUTO AUTOMATIC

AVG AVERAGE

AW ALUMINUM WINDOW

AWC ACOUSTICAL WALL COVERING

AWP ACOUSTICAL WALL PANEL

BD BOARD

BF BARRIER FREE (ADA or A117.1)

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

BUR BUILT-UP ROOF

C CARPET

C-TILE CARPET TILE

CAB CABINET

CB CHALKBOARD

CCTV CLOSED CIRCUIT TELEVISION

CEM CEMENT

CFSF-NS COLD FORMED STEEL FRAMING, NON-STRUCTURAL

CFSF-S COLD FORMED STEEL FRAMING, STRUCTURAL

CG CORNER GUARD

CI CONTINUOUS INSULATION

CIPC CAST IN PLACE CONCRETE

CJ CONTROL JOINT

CL CLOSET

CLG CEILING

CLR CLEAR

CM CENTIMETER

CMBD CEMENT BOARD

CMU CONCRETE MASONRY UNIT

CMU-A CONCRETE MASONRY UNIT - ACOUSTICAL

CMU-GF CONCRETE MASONRY UNIT - GROUND FACE

CMU-GLZ CONCRETE MASONRY UNIT - GLAZED

CMU-SPLF CONCRETE MASONRY UNIT - SPLIT FACE

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONC-P CONCRETE WITH PIGMENT

CONC-SLR CONCRETE WITH SEALER / HARDENER

CONC-ST CONCRETE WITH STAIN

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CSMU CAST STONE MASONRY UNIT

CT CERAMIC TILE

CTSK COUNTERSINK, COUNTERSUNK

CU FT CUBIC FEET / FOOT

CUST CUSTODIAN / CUSTODIAL

CW ALUMINUM CURTAIN WALL

CWFD CEMENTITIOUS WOOD FIBER DECK

D DEPTH/DEEP

DBL DOUBLE

DEMO DEMOLITION

DETE DETENTION

DF DRINKING FOUNTAIN

DG DOOR GRILLE

DHM DETENTION HOLLOW METAL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DOOR LOUVER

DN DOWN

DP DAMPPROOFING

DR DISPLAY RAIL

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

DWR DRAWER

EA EACH

EF EXHAUST FAN

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAS ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EPS EXPANDED POLYSTYRENE

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EX EXISTING

EXH EXHAUST

EXP EXPANSION

EXPC EXPOSED CONSTRUCTION

EXT EXTERIOR

FAAF FLUID APPLIED ATHLETIC FLOORING

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FGL FIBERGLASS

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FHVC FIRE HOSE VALVE CABINET

FIN FINISHED

FLR FLOOR

FLRG FLOORING

FND FOUNDATION

FO FACE OF

FRM FRAME

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FT FOOT, FEET

FTG FOOTING

FURN FURNITURE

FVC FIRE VALVE CABINET

FWC FABRIC WALL COVERING

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GYPSUM BOARD

GB-AR GYPSUM BOARD - ABUSE RESISTANT

GB-IR GYPSUM BOARD - IMPACT RESISTANT

GB-S GYPSUM BOARD - SECURITY

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS, GLAZING

GL-BLK GLASS BLOCK

GPM GALLONS PER MINUTE

GRT GROUT

GSFT GLAZED STRUCTURAL FACING TILE

GT GLASS TILE

GWT GLAZED WALL TILE

GYP GYPSUM

1 1/2" = 1'-0"

ARCHITECT'S SIGN

REVISIONS

DATE DESCRIPTION

OF OBSTRUCTION

REFER TO GENERAL NOTE 'C'

BRACE WALL AS

INDICATED, OR WHERE

NOT INDICATED, AS

APPROVED

BOTTOM

OF DECK

SEALANT SYSTEM: REFER TO

GENERAL NOTE 'C'

MAY

VARY

MAY

VARY

OBSTRUCTION MAY VARY (BEAM, JOIST, GIRDER, CHANNEL, DUCTWORK, PIPING)

HEAD-OF-WALL TERMINATION @ OBSTRUCTION

ENCASEMENT:

REFER TO GENERAL

NOTE 'C'

DO NOT SECURE

ENCASEMENT TO

WALL

CFSF-S W/ GYP BD IN LAYERS AS

REQUIRED TO MAINTAIN ASSEMBLY

RATING CONSISTENT WITH

WALL/PARTITION REQUIREMENTS

PANEL JOINT OR RATED

JOINT SYSTEM AT RATED

PANEL CONSTRUCTION

SUPPORTING

CONSTRUCTION

WILL VARY. PROVIDE

WALL JOINT WHERE

THE SUPPORTING

CONSTRUCTION

CHANGES WITHIN

THE PLANE OF THE

PANEL FINISH

CMU/

CFSF

REFER TO APPLICABLE

GENERAL NOTE 'A' OR 'B'

BOTTOM

OF DECK

OR CAP

HEAD-OF-WALL TERMINATION @ NON-OBSTRUCTION

WALL/PARTITION

MAY VARY

BRACE WALL

AS INDICATED

OR WHERE NOT

INDICATED, AS

APPROVED

CONTINUOUS 3/8" JOINT

W/ SEALANT BOTH SIDES

PANEL JOINT OR

RATED JOINT SYSTEM

AT RATED PANEL

CONSTRUCTION

DIFFERENTIAL

BEARING CMU

INTERSECTIONS

CONTINUOUS 1/4" RAKE

JOINT BOTH SIDES

MORTAR HEAD

JOINT SOLID -

CONTINUOUS

OMIT SEALANT JOINT

WHERE NOT

EXPOSED TO VIEW

NOTE:

PROVIDE WHERE CMU WALLS ON

FOUNDATION WALLS, FOOTINGS OR

THICKENED SLABS INTERSECT CMU WALLS

BEARING ON SLAB-ON-GRADE.

INTERIOR PANEL

FURRING,

WHERE OCCURS

EQUAL

BEARING CMU

INTERSECTIONS

MORTAR HEAD

JOINT SOLID -

CONTINUOUS

RATED/

NON-

RATED

CMU

WALL ORIENTATION

AND FIRE RATING

LOCATIONS WILL

VARY

MAINTAIN JOINT CLEAR

OF MORTAR/GROUT

"TEE" TYPE PREFORMED

CONTROL JOINT GASKET

MECHANICAL ANCHORS

CONTINUOUS 3/8"

JOINT W/ BACKER ROD

& SEALANT AT CMU

RATED

CMU

RATED

CMU

RATED

CMU

NON-

RATED

EXTERIOR

CMU

WYTHE

NON-

RATED

CMU

NON-RATED

CMU

RATED JOINT

ASSEMBLY TO

MATCH RATING OF

WALL, BOTH SIDES

NOTE:

RATED WALLS SHADED FOR CLARITY THIS DETAIL

PANEL JOINT OR RATED

JOINT SYSTEM AT RATED

PANEL CONSTRUCTION

INTERIOR PANEL

FURRING, WHERE

OCCURS

PANEL JOINT OR RATED

JOINT SYSTEM AT RATED

PANEL CONSTRUCTION

INTERIOR PANEL

FURRING, WHERE

OCCURS

CONTINUOUS 1/2" SEALANT

AND BACKER ROD

WALL ASSEMBLY VARIES

AIRSPACE

WALL ASSEMBLY AT

INTERIOR CORNER

WHERE OCCURS

OPEN JOINT

PREFORMED CONTROL

JOINT GASKET

TRANSITION MEMBRANE

WHERE JOINT OCCURS

IN CMU OR SHEATHING

FACE OF CMU OR

SHEATHING

FACE OF BACKUP

PANEL JOINT OR RATED

JOINT SYSTEM AT RATED

PANEL CONSTRUCTION

WHERE OCCURS

CMU

CONTINUOUS JOINT

EACH SIDE AT INTERIOR

CONDITIONS ONLY, OMIT

SEALANT AND BACKER

ROD IN CAVITIES

CONTINUOUS 3/8" JOINT

W/BACKER ROD AND

SEALANT AT CMU

VENEER/

CAVITY

CMU

SUBSTRATE JOINT

WHERE OCCURS

WALL TYPE VARIES

PANEL

PANEL JOINT OR RATED

JOINT SYSTEM AT RATED

PANEL CONSTRUCTION

WHERE OCCURS

PANEL WALL

CFSF/

PANELS

PANEL JOINT OR RATED

JOINT SYSTEM AT RATED

PANEL CONSTRUCTION

WHERE OCCURS

CAVITY INSULATION

AND AIR BARRIER

COMPRESSIBLE FILLER

VENEER

SHEATHING WHERE

INDICATED

TERMINATIONS

WALL JOINTS

A. AT FIRE-, SMOKE-, AND ACOUSTICALLY RATED WALLS: SEAL ALL NON-OBSTRUCTED HEAD-OF-WALL CONDITIONS IN ACCORDANCE WITH JOINT SYSTEM MANUFACTURER’S RECOMMENDATIONS BASED ON CONDITION ENCOUNTERED ( E.G., CMU-TO-DECK (PARALLEL OR PERPENDICULAR TO FLUTES); OR CFSF- TO-DECK (PARALLEL OR PERPENDICULAR TO FLUTES) TO MAINTAIN ASSEMBLY RATING CONSISTENT WITH

WALL/PARTITION REQUIREMENTS. BRACE WALL AS INDICATED OR REQUIRED.

B. AT ALL OTHER WALLS INDICATED TO EXTEND TO UNDERSIDE OF FLOOR/ROOF DECK/CAP: SEAL ALL NON- OBSTRUCTED HEAD-OF-WALL CONDITIONS IN ACCORDANCE WITH JOINT SYSTEM MANUFACTURER’S

RECOMMENDATIONS BASED ON CONDITION ENCOUNTERED ( E.G., CMU-TO-DECK (PARALLEL OR

PERPENDICULAR TO FLUTES); OR CFSF-TO-DECK (PARALLEL OR PERPENDICULAR TO FLUTES). BRACE

WALL AS INDICATED OR REQUIRED.

C. AT ALL WALLS PREVENTED FROM TERMINATING AT THE UNDERSIDE OF FLOOR/ROOF DECK BY

OBSTRUCTIONS, COMPLY WITH THE FOLLOWING:

• AT FIRE-, SMOKE-, AND ACOUSTICALLY-RATED WALLS: ENCASE OBSTRUCTION(S) TO MAINTAIN

ASSEMBLY RATING CONSISTENT WITH WALL/PARTITION REQUIREMENTS.

• AT SECURITY WALLS: TERMINATE IN ACCORDANCE WITH SECURITY PARTITION REQUIREMENTS.

• AT OTHER WALLS: ENCASE OBSTRUCTION(S) ON ONE SIDE.

• SEAL ENCASEMENT TO WALL AND SEAL ENCASEMENT TO DECK IN ACCORDANCE WITH JOINT

SYSTEM MANUFACTURER’S RECOMMENDATIONS AND TO MAINTAIN ASSEMBLY RATING CONSISTENT

WITH WALL/PARTITION REQUIREMENTS.

TERMINATION GENERAL NOTES

A. PLAN DIMENSIONS ARE TO FACE OF WALL OR PARTITION. WHERE APPLIED FINISHES OCCUR-SUCH AS CERAMIC TILE-DIMENSIONS ARE TO FACE OF APPLIED FINISH. FOR WAINSCOTS, FLOOR PLAN DIMENSIONS ARE TO FACE OF WAINSCOT MATERIAL. APPLIED FINISHES ARE NOT ALLOWED TO REDUCE CLEAR DIMENSIONS. “APPLIED FINISHES”

IN THIS CASE DO NOT INCLUDE TRIM, BASE, AND ACOUSTIC WALL PANELS.

B. EXTEND WALL/PARTITION ASSEMBLY COMPONENTS FULL HEIGHT OF ASSEMBLY.

C. ALL INTERIOR CFSF PANEL PARTITIONS: P1 UNLESS INDICATED OTHERWISE.

D. REFER TO STRUCTURAL DRAWINGS AND RELATED SPECIFICATIONS FOR SOLID MASONRY, GROUTING, AND

REINFORCEMENT REQUIREMENTS INCLUDING BUT MAY NOT BE LIMITED TO:

• MASONRY WALLS/PARTITIONS

• LINTELS

• LINTEL BEARING CONDITIONS

• BOND BEAMS

• SHELF BEARING CONDITIONS

• STRUCTURAL REINFORCING REQUIREMENTS

• CHANGES IN WYTHE

E. THE TERMS “WALL” AND “PARTITION” MAY BE USED INTERCHANGEABLY THROUGHOUT THE CONTRACT DOCUMENTS.

F. EXTEND ALL FIRE-, SMOKE-, INCIDENTAL USE-, AND ACOUSTICAL-RATED WALLS/PARTITIONS TO UNDERSIDE OF

FLOOR DECK, ROOF DECK, STRUCTURAL ELEMENT ENCASEMENT OR SOLID CAP ABOVE.

• SEAL AND TERMINATE IN ACCORDANCE WITH JOINT SYSTEM TESTED ASSEMBLIES FOR RESPECTIVE TYPE OF

WALLS/PARTITIONS.

H. PARTITIONS THAT DO NOT EXTEND TO UNDERSIDE OF DECK OR CAP ABOVE:

• EXTEND 4 INCHES MINIMUM ABOVE HIGHEST ADJACENT FINISH CEILING UNLESS INDICATED OTHERWISE.

I. DO NOT CONNECT TIES, ANCHORS, OR REINFORCING TO SINGLE CANTILEVERED FIRE WALL OR BETWEEN

DOUBLE FIRE WALLS.

J. SEAL AROUND ALL PENETRATIONS.

K. COMPLY WITH TERMINATION, WALL JOINT, AND MISCELLANEOUS DETAILS FOR THOSE CONDITIONS WHERE APPLICABLE. COMPLY WITH REFERENCED STANDARDS WHERE DETAILS ARE NOT IDENTIFIED IN THE

DRAWINGS.

L. WALL/PARTITION TYPES DO NOT ADDRESS WALL FINISHES. REFER TO FINISH SCHEDULE.

M. FINISHED SPACES: PROVIDE CHASES AROUND ALL EXPOSED VERTICAL COMPONENTS, INCLUDING BUT NOT LIMITED TO: DUCTWORK, PIPING, AND CONDUIT, UNLESS COMPONENTS ARE SPECIFICALLY INDICATED TO

REMAIN EXPOSED. IF NOT OTHERWISE INDICATED, PROVIDE P2 CHASE CONSTRUCTION.

• HOLD CHASES TIGHT TO COMPONENTS ALLOWING FOR ACCESS, INSULATION, AND TOLERANCES.

• EXTEND CHASES FROM FLOOR TO 4 INCHES MINIMUM ABOVE FINISH CEILING OR IF NO CEILING IS

INDICATED, EXTEND CHASES TO UNDERSIDE OF FLOOR DECK, ROOF DECK, OR SOLID CAP ABOVE AND

TERMINATE ACCORDINGLY.

N. PROVIDE BACKER BOARD/UNIT OF SAME THICKNESS INDICATED IN LIEU OF GYPSUM BOARD PANEL AT

PORTIONS OF WALLS/PARTITIONS TO RECEIVE TILE.

WALL/PARTITION TYPE GENERAL NOTES

A. DRAWINGS MAY INDICATE AESTHETIC AND FUNCTIONAL WALL JOINTS.

B. REFER TO SPECIFICATIONS AND REFERENCED STANDARDS FOR ADDITIONAL WALL JOINT REQUIREMENTS.

• EXTERIOR: LOCATE AS SHOWN ON DRAWINGS

• INTERIOR: LOCATE PER DRAWINGS, IF SHOWN, AND WHERE NOT SHOWN, LOCATE IN ACCORDANCE

WITH SPECIFICATIONS.

• DO NOT ALIGN EXTERIOR JOINTS W/ INTERIOR, BACK-UP WYTHE JOINTS, UNLESS SPECIFICALLY SHOWN

TO ALIGN

C. WALLS AND JOINT TYPES/DETAILS ARE DIAGRAMMATIC. VERIFY ACTUAL FIELD CONDITIONS AND ADJUST

JOINT TYPES/DETAILS IN ACCORDANCE WITH REFERENCED STANDARDS.

D. PROVIDE TESTED JOINT ASSEMBLIES AT FIRE-, SMOKE-, AND ACOUSTICAL-RATED WALLS.

E. WHEN USED HEREIN "RATED" MEANS: FIRE, SMOKE, AND/OR ACOUSTICAL.

AS SHOWN

ON PLAN

AS SHOWN ON

EXTERIOR

ELEVATION

LOCATE JOINT IN VENEER ONLY, NOT IN

INTERIOR BACKUP WYTHE - MATERIALS MAY

VARY. REFER TO WALL JOINT GENERAL

NOTE B FOR EXTERIOR AND INTERIOR WALL

JOINT REQUIREMENTS AND LOCATIONS

WALL JOINT GENERAL NOTES EXTERIOR WALL JOINT GRAPHIC SYMBOLS

PANEL WALL/PARTITION TYPES

Pn

INFORMATIONMARK REMARKS

REPRESENTED BY

P2 --

P1

PROVIDE MOISTURE

RESISTANT GYPSUM BOARD AT

JANITORS CLOSET ABOVE

WAINSCOT. MARK P1A:

362S162-54 STUDS @ 12" OC

FIRE RATED

ASSEMBLY

(REFER TO

LS 1.1 FOR

LEGEND)

4 7/8"

4 1/4"

P3 --

8"

5 1/4"

P4

PROVIDE 400S162-43 STUDS AT

16" OC AT WALL. COORDINATE

WALL BLOCKING WITH LADDER

MANUFACTURER AT

HOLD-DOWN CONNECTION

LOCATIONS

P5 STUD WALLS WITHIN

ARCHITECTURAL COLUMNS

4 5/8"

P6

PROVIDE THIS WALL TYPE AT

JANITORS CLOSET WAINSCOT,

IN ADDITION TO THE OTHER

LOCATIONS INDICATED

5/8" GYP BD

3 5/8" CFSF-NS

5/8" GYP BD

3 5/8" CFSF-NS

5/8" CEMENT BACKER BD

6" CFSF-NS

5/8" GYP BD

4" CFSF-S

5/8" GYP BD

4" CFSF-S

5/8" CEMENT BACKER BD

3 5/8" CFSF-NS

3/16" MORTAR BED

WALL TILE

3/16" MORTAR BED

WALL TILE

5/8" GYPSUM BD

P7 -- 5/8" CEMENT BACKER BD

3/16" MORTAR BED

WALL TILE

7/8" CFSF-NS

1 7/8"

5 1/4"

P8 -- 5/8" CEMENT BACKER BD

3 5/8" CFSF-NS

3/16" MORTAR BED

WALL TILE

± 80' - 0

± 15' - 0"

± 308' - 0"

S O

U T H

G E

O R

G E

M A

S O

N D

R

IV

E

B U

ILD

IN

G O

N E

B U

ILD

IN

G T

W O

P A

R K

IN

G

G A

R A

G E

TRAILER

S O

U T

H G

E O

R G

E M

A S

O N

D R

IV

E

OF RAMP

5' - 0" FROM EDGE

F R

O M

S T

A R

T O

F R

A M

P

F R

O M

F A

C E

O F

C O

L U

M N

B A

S E

M O

S E

L E

Y A

R C

H

IT

E C

T S

.C O

M

PROJECT NO:

DATE:

N

O R

F O

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S T

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IC

H

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N D

V

A

P H

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A

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1 2 4 53 6 7 8 9 10

F

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/2

:3 :2

P

M

WALL/PARTITION

TYPES, WALL

JOINTS AND

TERMINATIONS

H . R

. T . J

R . A

R N G R

EA

D

IN

ES

S C

EN

TE

R (T

A R C ) V

IS

IT

O R S C

EN

TE

R

S . G

E O

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, A R

L

IN

G T

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, V A

A0.2

V A

F M

P N

9-

594303

MAY 27 2020

1" = 100'-0"A0.2

PROJECT STAGING2

APPLIES TO THIS DRAWING

1 THE CONTRACTOR SHALL PRESERVE THE HATCHED AREA AS AN UNOBSTRUCTED PASSAGE FOR PEDESTRIANS, AND SHALL PROVIDE TEMPORARY METAL FENCING AT THE BOUNDARY BETWEEN THE HATCHED AREA AND THE WORK AREA FOR THE DURATION OF CONSTRUCTION. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT IN THIS AREA, AND SHALL CLEAN IT REGULARLY WHEN DIRTIED BY CONSTRUCTION ACTIVITES. WHERE THE SCOPE OF WORK NECESSITIATES WORK IN THE HATCHED AREA, CONTRACTOR SHALL PROVIDE TO THE OWNER A REQUEST FOR CLOSURE WHICH SHALL INCLUDE THE SCHEDULE OF THE CLOSURE AND THE AREA TO BE CLOSED. THIS SHALL BE PROVIDED TO THE OWNER NOT LESS THAN 7 CALENDAR DAYS PRIOR TO THE DESIRED CLOSURE. AREA SHALL NOT BE CLOSED WITHOUT THE APPROVAL OF THE OWNER. TIME IS OF THE ESSENCE - CONTRACTOR SHALL LIMIT CLOSURE OF

THE HATCHED AREA TO THE MINIMUM REQUIRED TO PROVIDE THE WORK SCOPE.

2 IF PROVISION OF THE SCOPE OF WORK REQUIRES THE TEMPORARY CLOSURE OF THE BUS STOP, THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL TRANSPORTATION AUTHORITY AND PROVIDE, AT NO ADDITIONAL COST TO THE OWNER, ANY REQUIREMENTS MANDATED BY THE TRANSPORTATION AUTHORITY, POSSIBLY INCLUDING BUT NOT

LIMITED TO: TEMPORARY SIGNAGE AND PEDESTRIAN SAFEGUARDS.

3 THE CROSSHATCHED AREA MAY BE UTILIZED BY THE CONTRACTOR FOR THE LAYDOWN AND/OR STORAGE OF

PROJECT RELATED MATERIALS AND EQUIPMENT FOR THE DURATION OF THE CONTRACT.

4 CONTRACTOR MAY USE THIS CURB CUT OFF GEORGE MASON DRIVE FOR THE DELIVERY OF MATERIALS AND/OR

EQUIPMENT.

5 THE CONTRACTOR SHALL BE ALLOCATED 2 PARKING SPACES FOR THE DURATION OF CONSTRUCTION TO USE FOR THE

PARKING OF VEHICLES ONLY. ADDITIONAL PARKING MUST BE LOCATED OFFSITE.

6 CONTRACTOR MAY UTILIZE THE HATCHED AREA FOR TRAILER AND/OR DUMPSTER LOCATION FOR THE DURATION OF

THE CONTRACT

7 CONTRACTOR SHALL PROTECT TREES FROM DAMAGE THROUGHOUT THE COURSE OF CONSTRUCTION. ALL

DISTURBED HARDSCAPE AND VEGETATION SHALL BE RESTORED UPON CONTRACT COMPLETION.

8 SECURE PERIMETER. COORDINATE WITH THE OWNER TO DETERMINE THE METHODS FOR MAINTAINING SITE SECURITY.

THIS MIGHT INCLUDE, BUT IS NOT LIMITED TO, THE PRESENTATION OF IDENTIFICATION FOR ALL INDIVIDUALS WORKING ON BASE, A LIST OF STAFF MEMBERS EXPECTED TO ACCESS THE SITE, AND THE VISUAL INSPECTION OF MATERIALS

AND EQUIPMENT BROUGHT ONTO THE SITE.

9 CONTRACTOR MAY NOT OBSTRUCT VEHICLE ACCESS TO THE PARKING GARAGE. IF THE WORK SCOPE NECESSITATES THE CLOSURE OF THIS ACCESS DRIVE, AT LEAST ONE LANE MUST REMAIN OPEN WHILE THE WORK IS UNDERTAKEN.

THE CONTRACTOR SHALL PROVIDE A METHOD TO CONDUCT VEHICULAR FLOW INTO/OUT OF THE GARAGE DURING THE

LANE CLOSURE.

10 THIS TRAILER IS EXISTING AND USED BY THE OWNER; NOT INTENDED FOR USE BY CONTRACTOR.

11 PROJECT LOCATION. THE HOURS OF CONSTRUCTION SHALL BE LIMITED TO MONDAY THROUGH FRIDAY 06:00 - 16:00. IF THE CONTRACTOR WISHES TO WORK OUTSIDE OF THESE HOURS, THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE OWNER AT LEAST THREE DAYS PRIOR TO THE ANTICIPATED WORK, WHICH SHALL INCLUDE THE PROPOSED SCHEDULE AND ACTIVITY, AND THIS REQUEST MUST BE APPROVED IN WRITING BY THE OWNER.

1" = 30'-0"A0.2

PEDESTRIAN SITE USAGE DIAGRAM16

S O

U T

H G

E O

R G

E M

A S

O N

D R

IV

E

5 6

11 13

M O

S E

L E

Y A

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H

IT

E C

T S

.C O

M

PROJECT NO:

DATE:

N

O R

F O

L K

S T

R E

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IC

H

M O

N D

V

A

P H

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-7

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A

B

C

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1 2 4 53 6 7 8 9 10

F

G

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/2

:3 :2

P

M

SITE PLAN

H . R

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R . A

R N G R

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D

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R (T

A R C ) V

IS

IT

O R S C

EN

TE

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, A R

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IN

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, V A

A1.0

V A

F M

P N

9-

594303

MAY 27 2020

1/8" = 1'-0"A1.0

SITE PLAN1

APPLIES TO DRAWINGS A1.0

1 ETR VEHICULAR SECURITY SCREENING CANOPY

2 GARDEN, OPEN TO SKY

3 ETR BUS STOP SHELTER

4 SIGN POST WITH SIGNAGE TYPE C*. INCLUDED IN ADDITIVE BID ITEM 4.

REFER TO A3.3

5 SIGN POST WITH SIGNAGE TYPE C. REFER TO A3.3

6 SIGN POST WITH SIGNAGE TYPE G AND METAL LOCKBOX WITH SLOT

FOR BADGE RETURN. REFER TO A 3.3

7 STAIRS FROM PARKING GARAGE, INCLUDED IN ADDITIVE BID ITEM 4.

REFER TO CIVIL DOCUMENTS

8 RAMP FROM PARKING GARAGE, INCLUDED IN BASE BID. REFER TO CIVIL

DOCUMENTS

9 ETR VEHICULAR GATE

10 ETR C-SECTION PICKET PERIMETER FENCE

11 C-SECTION PICKET PERIMETER FENCE. REFER TO CIVIL DOCUMENTS

12 ETR VEHICULAR CABLE BARRIER

13 VEHICULAR CABLE BARRIER. REFER TO CIVIL DOCUMENTS

14 AUTO DOOR ACTUATOR MOUNTED ON BOLLARD CONNECTED TO DOOR

02A

15 ETR PARKING GARAGE

E

C

FEC

A4.1

A4.1 5

A4.1

A4.18

A7.1

A5.1.2

A5.1.4

A5.1.2

A5.1.3

A5.1.3

A2.3

A5.1.5

A5.1.5

A5.1.5

A5.1.2

A5.1.3

A5.1.3

A5.1.3

A4.1 4

03A

CAC OFFICE

SUPERVISOR

OFFICE

ADMIN WORK

AREA

IT ROOM

ELEC/MECH

ROOM

VISITOR

CORRIDOR

PUBLIC TOILET

STAFF TOILET

SECURITY

SCREENING

VESTIBULE

CAC

RECEPTIONIST

EXTERIOR

GARDEN

BREAK ROOM

01A

01B

12A

02A

04B

03C

03D

08A

08B

04A

16A

17A

18A

WAITING

ROOM

HELP DESK

STAFF

CORRIDOR

JANITORS

CLOSET

ADMIN

WORKSTATION

14A

11A

15A

10A

06A

07A

1' - 0 7/8" 10 3/4"

12' - 2 3/4" 2' - 10 3/4" 5' - 0" 39' - 4" 5' - 0" 6' - 4"

72' - 9 1/8"

1' - 0 7/8" 1' - 1" 7' - 3 3/4" 9' - 0"

4' - 6 3/8" TO EXTERIOR FACE OF CMU

6' - 5 1/8" TO CMU BELOW

8' - 4" 6' - 10" 5' - 0" 1' - 4" 8' - 0" 10' - 0" 3' - 10"

72' - 9 1/8"

/8

/4

/8

/4

8' - 6"

7' - 11 1/8" 14' - 8 1/2"

10' - 10"

10' - 7 1/2" 5' - 0"

/8

/4

14' - 6"9' - 2"

5' - 0"

.0

A A

C C

B B

A2.3

F F

E E

A2.2

A2.2

A2.2

A2.2

A2.2

03B

A5.1.2

A5.1.4

A5.1.3

A8.111

A8.1

A8.1

A3.02

7' - 7 1/4"

(M

IN

H

O L D

'-2

/2

4' - 0"

8' - 0" 10' - 0" 3' - 10"

A2.1

PEDESTRIAN

CHECK

WINDOW

03B

A8.1

A8.1

G G

D D

A2.1

A5.1.3

05A

A2.1

A2.4

A2.4

A2.4

A2.4

A2.4

A5.1.4

A5.1.4

A5.1.4

P4

1' - 0"

A2.1

A2.4

10' - 5"

00A

00B

2± 9' - 5 3/4" VIF

V

IF

/2 " 6

A2.1

± 5' - 6 1/4" VIF

A2.4

A2.4

58' - 6 3/4"

/4

2' - 10"

19' - 2 3/4" 8' - 4"

7' - 0"

1' - 8"

4' - 0"

9' - 2 5/8"

A5.1.2

1' - 11 5/8"

AS

AS

AS

AS

AS

AS

AS

AS

AS

AS

AS

AS

WA1

WA1

WA1 WA1

WA5

WA5

WA5

WA1

WA1

WA1

WA1

WA1

WA1WA1

WA1

A2.3

OPP

TERMINATE WITHIN 6" OF ETR GATE

8' - 6"

/4

BLOCKING LENGTH

4' - 11 69/256" TV

7 3/4" 5 3/4"

/4

1' - 1 1/2"

1' - 0"

4' -

8' - 6"

1' - 0"

1' - 0"

.0

REFER TO CIVIL DOCUMENTS FOR

ADDITIONAL INFORMATION AND

PLANTING PLAN

01B

04B

02A

R O

6"

3' - 8"

T Y

P

A2.1

Level 1 0"

WA11 E

X

IS

T

IN

G

P A

V E

M E

N T

M A

IN

T

A

IN

O F

F S

E T

F R

O M

5' - 2 3/8" UNO

E Q

E Q

A F

F

FINISHED FLOOR

A5.1.2

A8.1

6' - 3 1/8" RO

A5.1.2

A2.4

1' - 10 1/4" 3' - 8"

AS

AS

AS

AS

/8

R O

1' - 3"

3"

PEDESTRIAN

CHECK

WINDOW

03B

03B

A2.110

W

ID

T H

O F

T U

R N

S T

IL

E

P E

R M

A N

U F

A C

T U

R E

R

00A

00B

05A

T E

R M

IN

A

T E

W

IT

H

IN

O F

W A

L L

M A

T C

H E

X

IS

T

IN

G

R E

F E

R T

O C

IV

IL

D O

C U

M E

N T

S

H E

IG

H

T O

F C

-S E

C T

IO

N

P

IC

K E

T F

E N

C E

S H

A L L

M O

S E

L E

Y A

R C

H

IT

E C

T S

.C O

M

PROJECT NO:

DATE:

N

O R

F O

L K

S T

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IC

H

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N D

V

A

P H

O N

E

-7

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C

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1 2 4 53 6 7 8 9 10

F

G

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/2

:3 :3

P

M

FIRST FLOOR

PLAN

H . R

. T . J

R . A

R N G R

EA

D

IN

ES

S C

EN

TE

R (T

A R C ) V

IS

IT

O R S C

EN

TE

R

S . G

E O

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, A R

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, V A

A2.1

V A

F M

P N

9-

594303

MAY 27 2020

1/4" = 1'-0"A2.1

FLOOR PLAN2

APPLIES TO DRAWING A2.1

1 PERMANENT, OSHA COMPLIANT, GALVANIZED STEEL LADDER, INCLUDED IN

ADDITIVE BID ITEM TWO

2 PROVIDE WA11 WALL TYPE AT EXISTING GARAGE WALL, INCLUDED IN ADDITIVE BID

ITEM ONE. BASE OF WALL SHALL FOLLOW THE SLOPE OF THE RAMP; THE

WATERTABLE SHALL REMAIN LEVEL FOR THE LENGTH OF THE WALL

3 ARCHITECTURAL PRECAST CONCRETE WATERTABLE

4 REMOVE PORTION OF EXPOSED PARKING GARAGE CONCRETE RETAINING WALL

AND METAL GUARDRAIL BETWEEN PIERS AT SECOND FLOOR. ADDITIVE BID ITEM

ONE INCLUDES MANUFACTURED STONE VENEER WHICH WILL COVER THE CUT

PORTIONS OF THE EXISTING WALLS. THE BASE BID SHALL INCLUDE CONCRETE

PATCHING AND REPAIR OF THE CUT AREA OF THE WALLS AND SLAB SUCH THAT IT

IS FREE FROM TRIP HAZARDS AND PROVIDES A DURABLE, LEVEL, AND CONTINUOUS

CONCRETE SURFACE AT ALL SIDES OF THE OPENING. APPROXIMATE VOLUME OF

CONCRETE TO BE REMOVED IS EIGHT CUBIC FEET

5 ELECTRONIC EQUIPMENT OR APPLIANCE, NIC

6 METAL LOCK BOX WITH SLOT FOR BADGE RETURN. MOUNT TO EXISTING STEEL

COLUMN SO THAT BADGE SLOT IS AT 45" AFF

7 PROVIDE FASTENERS TO SECURE ROOF MEMBRANE TO WOOD BLOCKING

8 LAP EPDM FLASHING MEMBRANE OVER THE ROOF MEMBRANE. TERMINATE BEHIND

HATCH METAL FLASHING

9 PREMANUFACTURED 30" x 36" ROOF HATCH

10 PROVIDE TV BLOCKING

11 FULL HEIGHT PAINTED GALVANIZED STEEL TURNSTILE

12 C-SECTION PICKET FENCE. REFER TO CIVIL DOCUMENTS

13 FREESTANDING REMOVABLE STANCHION WITH RETRACTABLE FABRIC STRAP

14 CONCRETE WALKWAY

15 1/2" PLYWOOD FLUSH WITH FACE OF STUD

16 2" x 6" WOOD BLOCKING

17 ARCHITECTURAL PRECAST CONCRETE SILL. NO JOINTS ALLOWED FOR THE FULL

LENGTH OF SILL

18 SOLID SURFACE WINDOW STOOL

19 AUTO DOOR ACTUATOR. MOUNT CENTER OF PLATE 48" AFF

20 CARD READER CONTROLLED LOCK

21 HORIZONTAL BRACING ABOVE GATE

22 PAINTED GALVANIZED STEEL 3'-6" WIDE GATE

23 2-1/2" GROMMETS, TYPICAL

24 RIP RAP STONE. REFER TO 12/A5.1.4

1 1/2" = 1'-0"A2.1 A2.1

DETAIL3

1/4" = 1'-0"A2.1 A2.1

GARDEN COURTYARD HARDSCAPE PLAN1

ADDITIVE BID ITEMS

HEREIN PROVIDES A GENERAL DESCRIPTION OF THE ADDITIVE BID ITEMS:

1. MANUFACTURED STONE VENEER AND ARCHITECTURAL PRECAST CONCRETE

WATERTABLES WHERE INDICATED IN THE DRAWINGS. BASE BID SHALL INCLUDE EIFS

AT THESE LOCATIONS. REFER TO WALL ASSEMBLIES SCHEDULE AND BUILDING

ELEVATIONS.

2. A PERMANENT LADDER AT MECH/ELEC ROOM AND A ROOF HATCH.

3. ONE OF EACH LARGE, EXTERIOR MEDALLIONS OF NGB AND ARNG LOGOS AT SOUTH

GEORGE MASON FACADE; REFER TO A3.3 AND BUILDING ELEVATIONS.

4. EXTERIOR STAIRS AND ASSOCIATED HANDRAILS TO CONNECT TO THE EXISTING

PARKING GARAGE, AND A SIGN MOUNTED TO SIGN POST. REFER TO CIVIL DOCUMENTS,

SITE PLAN, AND A3.3.

NOTE: DRAWINGS WITHIN ARCHITECTURAL SET ARE DRAWN AS THOUGH ALL ADDITIVE

BID ITEMS ARE INCLUDED.

1/2" = 1'-0"A2.1 A2.1

SECTION5

1/2" = 1'-0"A2.1 A2.1

SECTION6

1" = 1'-0"A2.1 A2.1

DETAIL4

1" = 1'-0"A2.1

TV BLOCKING7

1/2" = 1'-0"A2.1 A2.1

ENLARGED PLAN - SECURITY SCREENING8

1/2" = 1'-0"A2.1 A2.1

PLAN9

1/2" = 1'-0"A2.1 A2.1

ELEVATION10

CANOPY ROOF

11' - 0"

CANOPY ROOF

11' - 0"

A2.2

A2.2

8A2.2

A2.2

A2.2

A2.2

1' - 4 1/2"

/1

/2

9 3/4"

6"

/4

/4

1' - 4 1/2"

/4

/4

11922

T.O. PARAPET

15' - 4"

CANOPY ROOF

11' - 0"

A2.2

A2.2

T.O. PARAPET

15' - 4"

CANOPY ROOF

11' - 0"

1' - 8"

CANOPY ROOF

11' - 0"

A2.2

A2.2

A2.2

01A03A05A

A2.4

A2.4

1' - 7 1/8"

1/2"

/1

9 3/4"

/2

/4

1' - 4 1/2"

A2.2

1' - 4 1/2"

/1

/2

/1

/4

1 1/4"

1/2"

5 1/2"

/1

/1

9 3/4"

/2

/2

/1

/1

/4

3/8"

UTILIZE THIS REVEAL PROFILE FOR BOTH HORIZONTAL AND VERTICAL

REVEALS. WHERE A HORIZONTAL REVEAL INTERSECTS A VERTICAL

REVEAL, THE VOID THE AT INTERSECTION SHALL BE PRYRAMIDAL.

REFER TO INTERSECTION ELEVATION

INTERSECTION ELEVATION SECTION PROFILE

.0

.0

M O

S E

L E

Y A

R C

H

IT

E C

T S

.C O

M

PROJECT NO:

DATE:

N

O R

F O

L K

S T

R E

E T

R

IC

H

M O

N D

V

A

P H

O N

E

-7

X

-5

A

B

C

D

E

1 2 4 53 6 7 8 9 10

F

G

H

I

J

/2

/2

:3 :4

P

M

CANOPY

SECTIONS AND

DETAILS

H . R

. T . J

R . A

R N G R

EA

D

IN

ES

S C

EN

TE

R (T

A R C ) V

IS

IT

O R S C

EN

TE

R

S . G

E O

R G

E M

A S

O N

D R

, A R

L

IN

G T

O N

, V A

A2.2

V A

F M

P N

9-

594303

MAY 27 2020

1/4" = 1'-0"A2.1 A2.2

SECTION3

1/4" = 1'-0"A2.1 A2.2

SECTION12

1 1/2" = 1'-0"A2.2 A2.2

SECTION8

1 1/2" = 1'-0"A2.2 A2.2

SECTION6

1/4" = 1'-0"A2.1 A2.2

SECTION10

1/4" = 1'-0"A2.1 A2.2

SECTION4

1/4" = 1'-0"A2.1 A2.2

SECTION5

APPLIES TO DRAWINGS A2.2 - A2.4 & A5.1.2 - A5.1.4

1 SELF ADHERED FLEXIBLE FLASHING MEMBRANE

2 CFSF-S. REFER TO STRUCTURAL

3 ALUMINUM RAINLEADER

4 VERTICALLY ORIENTED GROUND FACE CMU

5 GROUND FACE CMU

6 EIFS REVEAL

7 ALUMINUM 3/8" x 1/2" TRIM

8 EIFS. COLOR SHALL MATCH TARC BUILDING ONE

9 ALUMINUM CONDUCTOR HEAD

10 PREMANUFACTURED COPING

11 WET SEAL MCM PANEL JOINTS

12 FLASHING WITH DRIP EDGE SET INTO CONTINUOUS BED OF SEALANT. DRIP EDGE WITH

HEMMED EDGES, FORM DRIP (TURN DOWN IMMEDIATELY AT FACE OF WALL - DO NOT

PROVIDE A FLAT SURFACE BEFORE FORMING DRIP)

13 5/8" EXTERIOR WALL SHEATHING

14 MECHANICAL CEILING ATTACHMENT FASTENED DIRECTLY TO STUDS

15 2" WATER DRAINABLE EIFS SYSTEM

16 1/2" RECESSED BOND BREAK FILLER AND SEALANT. ANGLE TOP OF SEALANT SO THAT IT

SHEDS WATER AWAY FROM THE BUILDING.

17 DO NOT PROVIDE METAL THROUGH WALL FLASHING AT THIS WATERTABLE. MAINTAIN

CONTINUOUS DRAINAGE LAYER BETWEEN THE STACKED WALL TYPES

18 TERMINATE EIFS AT EDGE OF MCM. PROVIDE ROOF MEMBRANE AT THE REMAINDER OF

THE COLUMN FACE

19 FLUID APPLIED AWV BARRIER

20 WELDED SCUPPER SLEEVE

21 ICE/WATER SHIELD

22 MCM PANEL. IF THE PANEL LENGTH AT THE INSIDE EDGE OF THE CANOPY PARAPET

NEAR THE TRANSITION TO THE ROOFING MEMBRANE IS LESS THAN THE APPROVED

MANUFACTURER'S MINIMUM, RAISE THE HEIGHT OF THE CANOPY PARAPET TO MEET

THE MINIMUM REQUIREMENT AT NO ADDITIONAL COST TO THE OWNER

23 DAMPPROOFING. START AT BASE OF WALL FLASHING OR TOP OF EXTERIOR SLAB,

WHICHEVER IS HIGHER, AND EXTEND DOWN TO TOP OF FOOTING

24 SLOPE TOP OF WD BLOCKING

25 BACKER ROD AND SEALANT

26 PROVIDE 1" ISOLATION JOINT AROUND ENTIRE BEAM PENETRATION. FILL WITH

COMPRESSIBLE SEALANT

27 SOLID SURFACE WINDOW STOOL

28 TAPER TOP OF RIGID BOARD CAVITY-WALL INSULATION

29 GYP BD SILL

30 ALUMINUM GUTTER

31 1/2" ROOF SHEATHING

32 1 5/8" CFSF-NS

33 PREMANUFACTURED FASCIA

34 REFER TO STRUCTURAL FOR LOCATION OF SLAB DEPRESSIONS. COORDINATE WITH

MANUFACTURER'S RECOMMENDATIONS FOR DEPRESSION DEPTH

35 FASTEN ROOFING MEMBRANE TO A LAYER OF GYP SHEATHING AND BLOCKING AT THE

EDGE OF THE COLUMN. GYP SHEATHING SHALL RUN FROM THE TOP OF THE WOOD

BLOCKING TO THE UNDERSIDE OF THE DECK. WRAP FLASHING OVER TOP OF ROOFING

MEMBRANE

36 PROVIDE L5x3-1/2x5/16 "(LLV) SILL ANGLE W/ 5/8" DIAM SCREW ANCHORS (4" EMBED) AT

EACH END AND AT 16" OC

37 NOTCH EIFS TO ALLOW FOR ROOF FASTENER, METAL COUNTER FLASHING, AND

SEALANT

38 NOTCH EIFS TO PROVIDE CONTINUOUS TERM BAR AND SEALANT

39 WEEP INSERT

40 MANUFACTURED STONE VENEER. PROVIDE PREFORMED CORNERS AT ALL CORNERS

41 3" x 2" 16 GAGE PLATE CLOSURE ANGLE

42 3" x 3" 16 GAGE PLATE CLOSURE ANGLE

43 2" x 2" 16 GAGE PLATE CLOSURE ANGLE

44 1 3/4" x 1 3/4" 16 GAGE PLATE CLOSURE ANGLE

45 PROVIDE THREE CONTINUOUS ROWS OF SEALANT. AT LEAST ONE ROW MUST BE AT THE

INTERIOR CONCRETE, AND AT LEAST ONE ROW MUST BE AT THE EXTERIOR CONCRETE

46 STOREFRONT SILL FLASHING WITH END DAMS

47 PROVIDE CONTINUOUS STRIP OF RIP-RAP TO MATCH STONE AT NEARBY GARDEN

DRAINS, REFER TO CIVIL DOCUMENTS. PROVIDE FOR THE FULL LENGTH OF THE

ADJACENT ARCHITECTURAL PRECAST SHAPE, CONTAINED BY METAL LANDSCAPE

EDGING

48 DOOR THRESHOLD

49 COUNTERTOP. REFER TO A8.1

50 EIFS EXPANSION JOINT

51 PROVIDE 1/2" RIGID INSULATION BETWEEN SLABS. WHERE POSSIBLE, EXTEND 2" BELOW

THE BOTTOM OF THE INTERIOR SLAB

52 SS DEAL TRAY WITH SLIDING TRANSACTION TRAY

53 WEATHERSTRIPPING

54 AUTO DOOR ACTUATOR. MOUNT CENTER OF PLATE 48" AFF

55 TRANSITION STRIP

56 PROVIDE 3 1/2" x 7 LEGS (LLV) WITH 5/8" DIAMETER SCREW ANCHORS (4" EMBED) AT

EACH END AND AT 16" OC

57 STEP FLASHING AS REQUIRED. MAINTAIN MINIMUM 6" BETWEEN FLASHING AND FINISHED

GRADE OR PAVEMENT

58 TWO CONTINUOUS ROWS OF SEALANT ATOP DRIP EDGE AND BELOW FLEXIBLE

FLASHING MEMBRANE

59 FINISH FLOORING. REFER TO A3.0

60 WALL BASE. REFER TO A3.0

61 COPING TO WALL COUNTERFLASHING, SET INTO TWO CONTINUOUS ROWS OF SEALANT

62 CONTINUOUS SLAB AT OPENING

63 ROOFING MEMBRANE

64 MAINTAIN CONTINUOUS INSULATION

1 1/2" = 1'-0"A2.2 A2.2

SECTION1

1 1/2" = 1'-0"A2.2 A2.2

SECTION9

1 1/2" = 1'-0"A2.2 A2.2

SECTION2

3" = 1'-0"A2.2 A2.2

DETAIL7

TYP 6" = 1'-0"A2.2

TYPICAL EIFS REVEAL11

C R

CANOPY ROOF

11' - 0"

/2

/4

1' - 3 15/16" 1' - 3 15/16"

1' - 6" 1' - 6"

1' - 5 1/2" 1' - 5 1/2"

1' - 5 1/2"1' - 5 1/2"

1/2"

1/2"

1/2"

23 23

CANOPY ROOF

11' - 0"

9 15/16" 9 15/16"

9 15/16" 1' - 0"

9 15/16" 11 1/2"

9 15/16" 1' - 0"

1' - 0" 1' - 0"

11 1/2" 11 1/2"

/8

/8

/2

A2.3

A2.3

7 5/8" 1' - 0 3/8" 11 13/16" 9/16"

3 5/8"

3' - 0"

/8 " 9

/1

/8

/1

"7

/8

/8

/8

/1

/8

/8

/8

/1

/8

/8

1/2"

1' - 3 5/8"

9/16"

1' - 3 5/8"

9/16"

3 5/8"

CANOPY ROOF

11' - 0"

A2.4

2' - 9 7/8"

3' - 0"

2' - 11 1/2"

CANOPY ROOF

11' - 0"

A2.3

A2.3

A2.3

9 7/8"9 7/8"

1' - 0"9 7/8"

11 1/2"9 7/8"

1' - 0"9 7/8"

11 1/2" 11 1/2"

A2.3

A2.3

/8

/8

/8

/8

/8

3 5/8"

3/8"

3 13/16"

3/8"

7 5/8"

3/8"

3 13/16"

3/8"

3 5/8"

2' - 0"

/2

/2

/2

/2

5 13/16"

9/16"

T E

R M

IN

A

T E

S U

B S

T R

A T

E

A

F F

1/2"

1/2" AIR CAVITY

M O

S E

L E

Y A

R C

H

IT

E C

T S

.C O

M

PROJECT NO:

DATE:

N

O R

F O

L K

S T

R E

E T

R

IC

H

M O

N D

V

A

P H

O N

E

-7

X

-5

A

B

C

D

E

1 2 4 53 6 7 8 9 10

F

G

H

I

J

/2

/2

:3 :4

P

M

CANOPY

SECTIONS AND

DETAILS

H . R

. T . J

R . A

R N G R

EA

D

IN

ES

S C

EN

TE

R (T

A R C ) V

IS

IT

O R S C

EN

TE

R

S . G

E O

R G

E M

A S

O N

D R

, A R

L

IN

G T

O N

, V A

A2.3

V A

F M

P N

9-

594303

MAY 27 2020

1 1/2" = 1'-0"A2.3 A2.3

SECTION1

1 1/2" = 1'-0"A2.3 A2.3

SECTION4

APPLIES TO DRAWINGS A2.2 - A2.4 & A5.1.2 - A5.1.4

1 SELF ADHERED FLEXIBLE FLASHING MEMBRANE

2 CFSF-S. REFER TO STRUCTURAL

3 ALUMINUM RAINLEADER

4 VERTICALLY ORIENTED GROUND FACE CMU

5 GROUND FACE CMU

6 EIFS REVEAL

7 ALUMINUM 3/8" x 1/2" TRIM

8 EIFS. COLOR SHALL MATCH TARC BUILDING ONE

9 ALUMINUM CONDUCTOR HEAD

10 PREMANUFACTURED COPING

11 WET SEAL MCM PANEL JOINTS

12 FLASHING WITH DRIP EDGE SET INTO CONTINUOUS BED OF SEALANT. DRIP EDGE WITH

HEMMED EDGES, FORM DRIP (TURN DOWN IMMEDIATELY AT FACE OF WALL - DO NOT

PROVIDE A FLAT SURFACE BEFORE FORMING DRIP)

13 5/8" EXTERIOR WALL SHEATHING

14 MECHANICAL CEILING ATTACHMENT FASTENED DIRECTLY TO STUDS

15 2" WATER DRAINABLE EIFS SYSTEM

16 1/2" RECESSED BOND BREAK FILLER AND SEALANT. ANGLE TOP OF SEALANT SO THAT IT

SHEDS WATER AWAY FROM THE BUILDING.

17 DO NOT PROVIDE METAL THROUGH WALL FLASHING AT THIS WATERTABLE. MAINTAIN

CONTINUOUS DRAINAGE LAYER BETWEEN THE STACKED WALL TYPES

18 TERMINATE EIFS AT EDGE OF MCM. PROVIDE ROOF MEMBRANE AT THE REMAINDER OF

THE COLUMN FACE

19 FLUID APPLIED AWV BARRIER

20 WELDED SCUPPER SLEEVE

21 ICE/WATER SHIELD

22 MCM PANEL. IF THE PANEL LENGTH AT THE INSIDE EDGE OF THE CANOPY PARAPET

NEAR THE TRANSITION TO THE ROOFING MEMBRANE IS LESS THAN THE APPROVED

MANUFACTURER'S MINIMUM, RAISE THE HEIGHT OF THE CANOPY PARAPET TO MEET

THE MINIMUM REQUIREMENT AT NO ADDITIONAL COST TO THE OWNER

23 DAMPPROOFING. START AT BASE OF WALL FLASHING OR TOP OF EXTERIOR SLAB,

WHICHEVER IS HIGHER, AND EXTEND DOWN TO TOP OF FOOTING

24 SLOPE TOP OF WD BLOCKING

25 BACKER ROD AND SEALANT

26 PROVIDE 1" ISOLATION JOINT AROUND ENTIRE BEAM PENETRATION. FILL WITH

COMPRESSIBLE SEALANT

27 SOLID SURFACE WINDOW STOOL

28 TAPER TOP OF RIGID BOARD CAVITY-WALL INSULATION

29 GYP BD SILL

30 ALUMINUM GUTTER

31 1/2" ROOF SHEATHING

32 1 5/8" CFSF-NS

33 PREMANUFACTURED FASCIA

34 REFER TO STRUCTURAL FOR LOCATION OF SLAB DEPRESSIONS. COORDINATE WITH

MANUFACTURER'S RECOMMENDATIONS FOR DEPRESSION DEPTH

35 FASTEN ROOFING MEMBRANE TO A LAYER OF GYP SHEATHING AND BLOCKING AT THE

EDGE OF THE COLUMN. GYP SHEATHING SHALL RUN FROM THE TOP OF THE WOOD

BLOCKING TO THE UNDERSIDE OF THE DECK. WRAP FLASHING OVER TOP OF ROOFING

MEMBRANE

36 PROVIDE L5x3-1/2x5/16 "(LLV) SILL ANGLE W/ 5/8" DIAM SCREW ANCHORS (4" EMBED) AT

EACH END AND AT 16" OC

37 NOTCH EIFS TO ALLOW FOR ROOF FASTENER, METAL COUNTER FLASHING, AND

SEALANT

38 NOTCH EIFS TO PROVIDE CONTINUOUS TERM BAR AND SEALANT

39 WEEP INSERT

40 MANUFACTURED STONE VENEER. PROVIDE PREFORMED CORNERS AT ALL CORNERS

41 3" x 2" 16 GAGE PLATE CLOSURE ANGLE

42 3" x 3" 16 GAGE PLATE CLOSURE ANGLE

43 2" x 2" 16 GAGE PLATE CLOSURE ANGLE

44 1 3/4" x 1 3/4" 16 GAGE PLATE CLOSURE ANGLE

45 PROVIDE THREE CONTINUOUS ROWS OF SEALANT. AT LEAST ONE ROW MUST BE AT THE

INTERIOR CONCRETE, AND AT LEAST ONE ROW MUST BE AT THE EXTERIOR CONCRETE

46 STOREFRONT SILL FLASHING WITH END DAMS

47 PROVIDE CONTINUOUS STRIP OF RIP-RAP TO MATCH STONE AT NEARBY GARDEN

DRAINS, REFER TO CIVIL DOCUMENTS. PROVIDE FOR THE FULL LENGTH OF THE

ADJACENT ARCHITECTURAL PRECAST SHAPE, CONTAINED BY METAL LANDSCAPE

EDGING

48 DOOR THRESHOLD

49 COUNTERTOP. REFER TO A8.1

50 EIFS EXPANSION JOINT

51 PROVIDE 1/2" RIGID INSULATION BETWEEN SLABS. WHERE POSSIBLE, EXTEND 2" BELOW

THE BOTTOM OF THE INTERIOR SLAB

52 SS DEAL TRAY WITH SLIDING TRANSACTION TRAY

53 WEATHERSTRIPPING

54 AUTO DOOR ACTUATOR. MOUNT CENTER OF PLATE 48" AFF

55 TRANSITION STRIP

56 PROVIDE 3 1/2" x 7 LEGS (LLV) WITH 5/8" DIAMETER SCREW ANCHORS (4" EMBED) AT

EACH END AND AT 16" OC

57 STEP FLASHING AS REQUIRED. MAINTAIN MINIMUM 6" BETWEEN FLASHING AND FINISHED

GRADE OR PAVEMENT

58 TWO CONTINUOUS ROWS OF SEALANT ATOP DRIP EDGE AND BELOW FLEXIBLE

FLASHING MEMBRANE

59 FINISH FLOORING. REFER TO A3.0

60 WALL BASE. REFER TO A3.0

61 COPING TO WALL COUNTERFLASHING, SET INTO TWO CONTINUOUS ROWS OF SEALANT

62 CONTINUOUS SLAB AT OPENING

63 ROOFING MEMBRANE

64 MAINTAIN CONTINUOUS INSULATION

1 1/2" = 1'-0"A2.1 A2.3

PLAN2

1 1/2" = 1'-0"A2.3 A2.3

SECTION8

1 1/2" = 1'-0"A2.3 A2.3

SECTION6

1 1/2" = 1'-0"A2.1 A2.3

PLAN7

3" = 1'-0"A2.3 A2.3

DETAIL9

3" = 1'-0"A2.3 A2.3

DETAIL3

3" = 1'-0"A2.3 A2.3

DETAIL5

T.O. PARAPET

15' - 4"

1 1/2"

/2

1 1/2"

/4

EQ EQ

EQ EQ

/2

2' - 1 7/8"

1' - 4"

1 1/2"

/2

/4

/2

1' - 4"

50 44

EQ EQ

" 6"

/2

1' - 4"

/4

DRAWING ILLUSTRATES JAMB CONDITION

AT HEIGHT OF MANUFACTURED STONE

7 1/4"

/4

1 1/2"

7 1/4"

7 1/4"

/8

/8

/8

/8

3 3/4"

8 3/4"

M O

S E

L E

Y A

R C

H

IT

E C

T S

.C O

M

PROJECT NO:

DATE:

N

O R

F O

L K

S T

R E

E T

R

IC

H

M O

N D

V

A

P H

O N

E

-7

X

-5

A

B

C

D

E

1 2 4 53 6 7 8 9 10

F

G

H

I

J

/2

/2

:3 :4

P

M

DETAILS

H . R

. T . J

R . A

R N G R

EA

D

IN

ES

S C

EN

TE

R (T

A R C ) V

IS

IT

O R S C

EN

TE

R

S . G

E O

R G

E M

A S

O N

D R

, A R

L

IN

G T

O N

, V A

A2.4

V A

F M

P N

9-

594303

MAY 27 2020

3" = 1'-0"A2.2 A2.4

DETAIL4

APPLIES TO DRAWINGS A2.2 - A2.4 & A5.1.2 - A5.1.4

1 SELF ADHERED FLEXIBLE FLASHING MEMBRANE

2 CFSF-S. REFER TO STRUCTURAL

3 ALUMINUM RAINLEADER

4 VERTICALLY ORIENTED GROUND FACE CMU

5 GROUND FACE CMU

6 EIFS REVEAL

7 ALUMINUM 3/8" x 1/2" TRIM

8 EIFS. COLOR SHALL MATCH TARC BUILDING ONE

9 ALUMINUM CONDUCTOR HEAD

10 PREMANUFACTURED COPING

11 WET SEAL MCM PANEL JOINTS

12 FLASHING WITH DRIP EDGE SET INTO CONTINUOUS BED OF SEALANT. DRIP EDGE WITH

HEMMED EDGES, FORM DRIP (TURN DOWN IMMEDIATELY AT FACE OF WALL - DO NOT

PROVIDE A FLAT SURFACE BEFORE FORMING DRIP)

13 5/8" EXTERIOR WALL SHEATHING

14 MECHANICAL CEILING ATTACHMENT FASTENED DIRECTLY TO STUDS

15 2" WATER DRAINABLE EIFS SYSTEM

16 1/2" RECESSED BOND BREAK FILLER AND SEALANT. ANGLE TOP OF SEALANT SO THAT IT

SHEDS WATER AWAY FROM THE BUILDING.

17 DO NOT PROVIDE METAL THROUGH WALL FLASHING AT THIS WATERTABLE. MAINTAIN

CONTINUOUS DRAINAGE LAYER BETWEEN THE STACKED WALL TYPES

18 TERMINATE EIFS AT EDGE OF MCM. PROVIDE ROOF MEMBRANE AT THE REMAINDER OF

THE COLUMN FACE

19 FLUID APPLIED AWV BARRIER

20 WELDED SCUPPER SLEEVE

21 ICE/WATER SHIELD

22 MCM PANEL. IF THE PANEL LENGTH AT THE INSIDE EDGE OF THE CANOPY PARAPET

NEAR THE TRANSITION TO THE ROOFING MEMBRANE IS LESS THAN THE APPROVED

MANUFACTURER'S MINIMUM, RAISE THE HEIGHT OF THE CANOPY PARAPET TO MEET

THE MINIMUM REQUIREMENT AT NO ADDITIONAL COST TO THE OWNER

23 DAMPPROOFING. START AT BASE OF WALL FLASHING OR TOP OF EXTERIOR SLAB,

WHICHEVER IS HIGHER, AND EXTEND DOWN TO TOP OF FOOTING

24 SLOPE TOP OF WD BLOCKING

25 BACKER ROD AND SEALANT

26 PROVIDE 1" ISOLATION JOINT AROUND ENTIRE BEAM PENETRATION. FILL WITH

COMPRESSIBLE SEALANT

27 SOLID SURFACE WINDOW STOOL

28 TAPER TOP OF RIGID BOARD CAVITY-WALL INSULATION

29 GYP BD SILL

30 ALUMINUM GUTTER

31 1/2" ROOF SHEATHING

32 1 5/8" CFSF-NS

33 PREMANUFACTURED FASCIA

34 REFER TO STRUCTURAL FOR LOCATION OF SLAB DEPRESSIONS. COORDINATE WITH

MANUFACTURER'S RECOMMENDATIONS FOR DEPRESSION DEPTH

35 FASTEN ROOFING MEMBRANE TO A LAYER OF GYP SHEATHING AND BLOCKING AT THE

EDGE OF THE COLUMN. GYP SHEATHING SHALL RUN FROM THE TOP OF THE WOOD

BLOCKING TO THE UNDERSIDE OF THE DECK. WRAP FLASHING OVER TOP OF ROOFING

MEMBRANE

36 PROVIDE L5x3-1/2x5/16 "(LLV) SILL ANGLE W/ 5/8" DIAM SCREW ANCHORS (4" EMBED) AT

EACH END AND AT 16" OC

37 NOTCH EIFS TO ALLOW FOR ROOF FASTENER, METAL COUNTER FLASHING, AND

SEALANT

38 NOTCH EIFS TO PROVIDE CONTINUOUS TERM BAR AND SEALANT

39 WEEP INSERT

40 MANUFACTURED STONE VENEER. PROVIDE PREFORMED CORNERS AT ALL CORNERS

41 3" x 2" 16 GAGE PLATE CLOSURE ANGLE

42 3" x 3" 16 GAGE PLATE CLOSURE ANGLE

43 2" x 2" 16 GAGE PLATE CLOSURE ANGLE

44 1 3/4" x 1 3/4" 16 GAGE PLATE CLOSURE ANGLE

45 PROVIDE THREE CONTINUOUS ROWS OF SEALANT. AT LEAST ONE ROW MUST BE AT THE

INTERIOR CONCRETE, AND AT LEAST ONE ROW MUST BE AT THE EXTERIOR CONCRETE

46 STOREFRONT SILL FLASHING WITH END DAMS

47 PROVIDE CONTINUOUS STRIP OF RIP-RAP TO MATCH STONE AT NEARBY GARDEN

DRAINS, REFER TO CIVIL DOCUMENTS. PROVIDE FOR THE FULL LENGTH OF THE

ADJACENT ARCHITECTURAL PRECAST SHAPE, CONTAINED BY METAL LANDSCAPE

EDGING

48 DOOR THRESHOLD

49 COUNTERTOP. REFER TO A8.1

50 EIFS EXPANSION JOINT

51 PROVIDE 1/2" RIGID INSULATION BETWEEN SLABS. WHERE POSSIBLE, EXTEND 2" BELOW

THE BOTTOM OF THE INTERIOR SLAB

52 SS DEAL TRAY WITH SLIDING TRANSACTION TRAY

53 WEATHERSTRIPPING

54 AUTO DOOR ACTUATOR. MOUNT CENTER OF PLATE 48" AFF

55 TRANSITION STRIP

56 PROVIDE 3 1/2" x 7 LEGS (LLV) WITH 5/8" DIAMETER SCREW ANCHORS (4" EMBED) AT

EACH END AND AT 16" OC

57 STEP FLASHING AS REQUIRED. MAINTAIN MINIMUM 6" BETWEEN FLASHING AND FINISHED

GRADE OR PAVEMENT

58 TWO CONTINUOUS ROWS OF SEALANT ATOP DRIP EDGE AND BELOW FLEXIBLE

FLASHING MEMBRANE

59 FINISH FLOORING. REFER TO A3.0

60 WALL BASE. REFER TO A3.0

61 COPING TO WALL COUNTERFLASHING, SET INTO TWO CONTINUOUS ROWS OF SEALANT

62 CONTINUOUS SLAB AT OPENING

63 ROOFING MEMBRANE

64 MAINTAIN CONTINUOUS INSULATION

3" = 1'-0"A2.2 A2.4

DETAIL3

1 1/2" = 1'-0"A2.1 A2.4

DETAIL12

1 1/2" = 1'-0"A2.1 A2.4

DETAIL11

1 1/2" = 1'-0"A2.1 A2.4

PLAN DETAIL10

3" = 1'-0"A2.1 A2.4

DETAIL9

3" = 1'-0"A2.1 A2.4

DETAIL1

1 1/2" = 1'-0"A2.1 A2.4

DETAIL6

3" = 1'-0"A2.1 A2.4

DETAIL7

3" = 1'-0"A2.1 A2.4

DETAIL5

3" = 1'-0"A2.1 A2.4

DETAIL2

3" = 1'-0"A2.3 A2.4

DETAIL8

A. FINISH SCHEDULE DESCRIBES ONLY THE BASIC OR PREDOMINANT SURFACE FINISH.

B. PROVIDE SAME FINISHES AS THE ADJACENT SPACE IN ALCOVES AND CONTINUOUS

SPACES WITHOUT DESIGNATED SPACE NUMBERS.

C. DIRECTIONAL WALL FINISH INDICATORS (NORTH, EAST, SOUTH, WEST) REFER TO THE

"PLAN" NORTH ORIENTATION.

D. BULKHEADS AND SOFFITS MAY NOT BE INDICATED IN FINISH SCHEDULES. REFER TO RCP

DETAILS, AND OTHER DOCUMENTS FOR EXTENT.

E. PROVIDE CONTINUOUS SEALANT BETWEEN INTERIOR SLAB-ON-GRADE AND VERTICAL

ELEMENT WHERE JOINT IS NOT CONCEALED BY FINISH BASE OR OTHER CONSTRUCTION.

F. FINISH SELECTIONS INTENDED TO MATCH THOSE OF THE EXISTING TARC BUILDING ONE.

THEREFORE, SUBSTITUTIONS WILL NOT BE CONSIDERED.

FINISH SCHEDULE GENERAL NOTES

NOTE:

1. REFER TO DETAILS ON THIS SHEET FOR FLOOR PATTERNS.

2. REFER TO ELEVATION FOR TYPICAL WALL PATTERNS.

3. FROST DOOR 04B AND ASSOCIATED GLAZING AT STOREFRONT.

4. FROST DOOR 05A AND ASSOCIATED SIDELIGHT.

5. FROST DOOR 12A AND ASSOCIATED SIDELIGHT.

6. PAINT DOOR TRIM PTD-3.

7. REFER TO 1/A2.1 FOR GARDEN COURTYARD HARDSCAPE PLAN.

SUPERVISOR

OFFICE

ADMIN WORK

AREA

CAC OFFICE

VISITOR

CORRIDOR

SECURITY

SCREENING

VESTIBULE

IT ROOM

BREAK ROOM

ELEC/MECH

ROOM

STAFF TOILET

PUBLIC TOILET

HELP DESK

CAC

RECEPTIONIST

WAITING

ROOM

04 ADMIN

WORKSTATION

JANITORS

CLOSET

PEDESTRIAN

CHECK

WINDOW

03B

FLOOR PATTERN LEGEND

TILE-5A, REFER TO DETAIL 6/A3.0 FOR WAITING ROOM AND

VISITOR CORRIDOR TILE PATTERN

LVT-2

TILE-3

TILE-1, REFER TO DETAIL 5/A3.0 FOR TOILET ROOM TILE

PATTERN

CPT-1

CPT-2

WALK-OFF SYSTEM

Level 1 0"

Level 1 0"

Level 1 0"

EQ EQ EQ EQ

1' - 7"

A T

T H

E F

L O

O R

F U

L L T

IL

Level 1 0"

Level 1 0"

BB1 BB1

BB2BB2

BB4

BB4 BB4

BB4

EQ EQ

OFFSET TYPICAL

7 1/2"

E Q

E Q

EQ

EQ

.0

1/

TIL

E O

FFS

ET

M O

S E

L E

Y A

R C

H

IT

E C

T S

.C O

M

PROJECT NO:

DATE:

N

O R

F O

L K

S T

R E

E T

R

IC

H

M O

N D

V

A

P H

O N

E

-7

X

-5

A

B

C

D

E

1 2 4 53 6 7 8 9 10

F

G

H

I

J

/2

/2

:3 :5

P

M

FINISH SCHEDULE

AND FLOOR

PATTERN PLAN

H . R

. T . J

R . A

R N G R

EA

D

IN

ES

S C

EN

TE

R (T

A R C ) V

IS

IT

O R S C

EN

TE

R

S . G

E O

R G

E M

A S

O N

D R

, A R

L

IN

G T

O N

, V A

A3.0

V A

F M

P N

9-

594303

MAY 27 2020

FIN ISH SC H ED U LE

NUMBER NAME FLOOR BASE

WALLS

WAINSCOT MILLWORK CEILING NOTESNORTH EAST SOUTH WEST

01 VESTIBULE WALK-OFF WB-1 PTD-1A PTD-1A PTD-1A PTD-1A ACP

02 EXTERIOR GARDEN - - - - - - 7

03 SECURITY SCREENING CPT-2 WB-1 PTD-1A PTD-1A PTD-1A PTD-1A PL-1 / PL-2 ACP 1

03B PEDESTRIAN CHECK WINDOW CPT-2 WB-1 PTD-1A PTD-1A PTD-1A PTD-1A PL-1 / PL-2 ACP 1

04 WAITING ROOM TILE-5A TILE-5B PTD-1A PTD-1A PTD-1A PTD-1A GYP BD / ACP 1, 3

05 VISITOR CORRIDOR TILE-5A TILE-5B PTD-1A PTD-1A - PTD-1A GYP BD 1, 4

06 CAC RECEPTIONIST CPT-1 WB-1 PTD-1A PTD-1A PTD-1A PTD-1A PL-2 / SS-1 ACP 6

07 HELP DESK CPT-1 WB-1 PTD-1A PTD-1A WC-2 PTD-1A PL-2 / SS-1 ACP 6

08 CAC OFFICE CPT-1 WB-1 PTD-1A PTD-1A PTD-1A PTD-1A ACP

09 ADMIN WORK AREA LVT-2 WB-1 PTD-1A PTD-1A PTD-1A PTD-1A / BB ACP

10 SUPERVISOR OFFICE CPT-1 WB-1 PTD-1A PTD-1A PTD-1A PTD-1A ACP

11 JANITORS CLOSET TILE-3 TILE-2B PTD-1B PTD-1B PTD-1B PTD-1B TILE-2A @2'-6"AFF ACP

12 STAFF CORRIDOR CPT-1 WB-1 PTD-1A PTD-1A PTD-1A PTD-1A ACP 5

13 ADMIN WORKSTATION CPT-1 WB-1 - - PTD-1A PTD-1A ACP

14 IT ROOM TILE-3 WB-1 PTD-1A PTD-1A PTD-1A PTD-1A EXP-CON

15 BREAK ROOM LVT-2 WB-1 PTD-1A PTD-1A PTD-1A PTD-1A PL-2 / SS-1 ACP

16 ELEC/MECH ROOM TILE-3 WB-1 PTD-1A PTD-1A PTD-1A PTD-1A EXP-CON

17 STAFF TOILET TILE-1 TILE-1 TILE-1 TILE-1 TILE-1 TILE-1 PL-2 / SS-2 GYP BD 1, 2

18 PUBLIC TOILET TILE-1 TILE-1 TILE-1 TILE-1 TILE-1 TILE-1 PL-2 / SS-2 GYP BD 1, 2

1/4" = 1'-0"A2.1 A3.0

FIRST FLOOR - FLOOR PATTERN PLAN1

APPLIES TO THIS DRAWING

1 WALK-OFF SYSTEM

2 ALIGN

INTERIOR COLOR SCHEDULE MATERIAL SELECTIONS

ABBREVIATION DESCRIPTION MANUFACTURER SIZE STYLE / COLOR

FLOORING

CPT-1 CARPET TILE TANDUS 24" X 24" STYLE: "ALL STAR" #02931, COLOR: #17301 SKYSCRAPER WITH FLEAXAIRE CUSHION BACKING

CPT-2 CARPET TANDUS 24" x 24" STYLE: "ABRASIVE ACTION II", COLOR: WINTER GRAY 19103

LVT-2 LUXURY VINYL TILE MOHAWK 36" X 36" STYLE: "BOLD", COLOR: #925 PEWTER

TILE-1 FLOOR TILE ARCHITECTURAL CERAMICS,…