5 - Architectural.pdf

ABV

A

ABOVE

ACOUS ACOUSTICAL

ACP

AD

ACOUSTICAL CEILING PANEL

AREA DRAIN

ADDL ADDITIONALADDITIONAL

ADJ

AFF

ADJACENT

AFG

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AGGR

ALUM

AGGREGATE

ALT

ALUMINUM

ANOD

ALTERNATE

APPROX

ANODIZED

ARCH

APPROXIMATE(LY)

ARCHITECT(URAL)

ASPH ASPHALT

AUTO AUTOMATIC

BB

B

BULLETIN BOARD

BD BOARD

BTWN

BLDG

BETWEEN

BUILDING

BM

BOT

BEAM

BOTTOM

BITUM BITUMINOUS

BOS BOTTOM OF STEEL

BRG BEARING

BSMT BASEMENT

CAB

C

CABINET

CB CATCH BASIN

CCT

CG

CUBICLE CURTAIN TRACK

CORNER GUARD

CEM CEMENT, CEMENTITIOUS

CCTV CLOSED CIRCUIT TELEVISION

CH BD CHALKBOARD

CI CAST IRON

CJ CONTROL JOINT

CL

CLG

CLR

CMU

CNTR

COL

CONC

CONF

CONN

CONSTR

CONT

CONTR

CPT

CSK

CSP

CSWK

CW

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COUNTER

COLUMN

CONCRETE

CONFERENCE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CARPET

COUNTERSUNK

COMBINATION STANDPIPE

CASEWORK

COLD WATER

D

D

DEPTH

DBL DOUBLE

DBL ACT DOUBLE ACTING

DEG DEGREE

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIM PT DIMENSION POINT

DISP DISPENSER

DIST DISTANCE

DN DOWN

DR DRAIN

DS DOWNSPOUT

DSP DRY STANDPIPE

DT DRAPERY TRACK

DWG DRAWING

DWGS DRAWINGS

(E)

E

EXISTING

EA EACH

EDR EQUIPMENT DRAIN

EG EDGE GUARD

EIFS EXTERIOR INSULATION FINISH SYSTEM

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTERIOR

FURN FURNITURE

FXTR FIXTURE

G

G

GAS

H

H

HIGH

GA GAUGE, GAGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GLU LAM GLUE LAMINATED

GLZ GLAZING

GR GRADE OR GRADING

GVL GRAVEL

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

ID

I

INSIDE DIAMETER

JAN

J

JANITOR

KG

K

KILOGRAM

L L

LENGTH, LONG

M

M

METER (S)

(N)

N

NEW

P

QT

Q

QUARRY TILE

R

R

RISER

S SOUTH

T

T

TREAD

W

W

WEST

XFMR

X

TRANSFORMER

YD

Y

YARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HPT HIGH POINT

HR HOUR

HVAC HEATING-VENTILATION-AIR CONDITIONING

IN INCH

INCL INCLUDE, INCLUDING

INFO INFORMATION

INSUL INSULATION

INTR INTERIOR

INV INVERT

IVT INTRAVENOUS TRACK

JST JOIST

JT JOINT

KIT KITCHEN

KPL KICK PLATE

KS KNEE SPACE

LAB LABORATORY

LAM LAMINATE, LAMINATION

LAV LAVATORY

LB POUND

LED LIGHT EMITTING DIODE

LF LINEAR FOOT

LIN LINEAR

LL LEAD LINED

LPT LOW POINT

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVR LOUVER

HW HOT WATER

S

MACH MACHINE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MC MEDICINE CABINET

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MELD MOLDING

MM MILLIMETERS

MO MASONRY OPENING

MOD MODULE, MODULAR

MTD MOUNTED

MTG MOUNTING

MOVABLE MOVABLE

MULL MULLION

DNA NOT APPLICABLE

NAT NATURAL

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

RC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

NW NORTHWEST

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PNL BD PANEL BOARD

PNT PAINT

PORT PORTABLE

PP PUSH PLATE

PPM PARTS PER MILLION

PR PAIR

PRCST PRECAST

PREP PREPARATION / PREPARE

PREFAB PREFABRICATED

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTN PARTITION

PTS PNEUMATIC TUBE STATION / SYSTEM

PVC POLYVINYL CHLORIDE

PVG PAVING

PVMT PAVEMENT

PWR POWER

QTR QUARTER

QTY QUANTITY

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RCPT RECEPTACLE

RD ROOF DRAIN

RECT RECTANGULAR

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE (D) (ING) (MENT)

REQD REQUIRED

REQT REQUIREMENT

RESIL RESILIENT

RET RETURN

REV REVISION

RF RESILIENT FLOORING / RADIO FREQUENCY

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHWS ROUND HEAD WOOD SCREW

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RWL RAIN WATER LEADER

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE, SCHEDULED

SCRN SCREEN

SD STORM DRAIN

SE SOUTHEAST

SECT SECTION

SEG SEGMENT

SEP SEPARATION OR SEPARATE

SEP JT SEPARATION JOINT

SHT SHEET, SHEETING

SHWR SHOWER

SIM SIMILAR

SJ SEISMIC JOINT

SK SINK

SMS SHEET METAL SCREW

SP SPACE, SPACED, SPACING

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SS SANITARY SEWER

SSK SERVICE SINK

SST STAINLESS STEEL

ST STREET

STA STATION

STAG STAGGERED

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

STS SELF-TAPPING SCREW

SUSP SUSPENDED

SUSP CLG SUSPENDED CEILING

SW SOUTHWEST

SYMM SYMMETRICAL

SYST SYSTEM

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CONCRETE, TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

THERM THERMAL

THK THICK, THICKNESS

THRES THRESHOLD

THRU THROUGH

TMPD GL TEMPERED GLASS

TO TOP OF

TOR TOP OF RAILING

TOS TOP OF STEEL

TOT TOTAL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TV TELEVISION

UC

U

UNDER COUNTER

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTABLE POWER SUPPLY

UTIL UTILITY

W/ WITH

W/O WITHOUT

WC WATER CLOSET OR WALL COVERING

WD WOOD

WDW WINDOW

WGL WIRE GLASS

WCHR WHEELCHAIR

WM WIRE MESH

WO WHERE OCCURS

WPT WORKING POINT

WR WATER RESISTANT

WSCT WAINSCOT

WSP WET STANDPIPE

WT WEIGHT

WTHPRF WEATHERPROOF

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

CR CARD READER

BUR BUILT UP ROOFING SYSTEM

CT CERAMIC TILE / COMPUTED TOMOGRAPHY

F

FA FIRE ALARM

FBD FIBERBOARD

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FE FIRE EXTINGUISHER

FF FINISH FACE

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHWS FLAT HEAD WOOD SCREW

FHY FIRE HYDRANT

FLAM FLAMMABLE

FLASH FLASHING

FLEX FLEXIBLE

FLUOR FLUORESCENT

FO FACE OF

FSB FOLDING SHOWER BENCH

FSTNR FASTENER

FT FOOT, FEET

OC

O

ON CENTER

PA PUBLIC ADDRESS

OA OVERALL

OD OUTSIDE DIAMETER

OFCI

OFOI

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OVHD OVERHEAD

OZ OUNCE

PART PARTIAL

PBD PARTICLEBOARD

PCF POUNDS PER CUBIC FOOT

PCI POUNDS PER CUBIC INCH

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PL PLATE OR PROPERTY LINE

PLAM PLASTIC LAMINATE

P

OWNER FURNISHED-CONTRACTOR INSTALLED

OWNER FURNISHED-OWNER INSTALLED

V

VB VALVE BOX

VCT VINYL COMPOSITION TYLE

VERT VERTICAL

VEST VESTIBULE

VIT VITREOUS

VP VENT PIPE

VOL VOLUME

VWC VINYL WALL COVERING

SYMBOLS AS

ABBREVIATIONS

ANGLE

@ AT

C CENTER LINEL

Ø DIAMETER

= EQUAL

> GREATER THAN

< LESS THAN

± PLUS OR MINUS (TOLERANCE)

# POUND(S)

' FOOT OR FEET

" INCH OR INCHES

FOF FACE OF FINISH

OH OPPOSITE HAND

HSS HOLLOW STRUCTURAL STEEL

SA SUPPLY AIR

A AIR

AB ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

AVG AVERAGE

BKG BACKING

BLW BELOW

BG BUMPER GUARD

EJ EXPANSION JOINT

EF EACH FACE

E EAST

FB FLAT BAR O OXYGEN

N NORTH

MRI MAGNETIC RESONANCE IMAGING

LVT LUXURY VINYL TILES

F

FHV FIRE HOSE VALVE

FTG FOOTING

WP WATERPROOF (ING)

UR URINAL

VIF VERIFY IN FIELD

VNR VENEER

DEGREE (S) OF ANGULAR

MEASURE

o

MTL METAL

VC VA PROVIDED, CONTRACTOR INSTALLED

VV VA PROVIDED AND INSTALLED

COORD COORDINATE

PL PLATE

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

PCF POUNDS PER CUBIC FOOT

FLRG FLOORING

TRANS TRANSITION

LLV LONG LEG VERTICAL

FSK FOIL SCRIM KRAFT

THE FOLLOWING GENERAL NOTES APPLY TO ALL

A-SERIES DRAWINGS.

A.

B.

C.

FOR GENERAL NOTES APPLICABLE TO ALL

DRAWINGS REFER TO THE "PROJECT GENERAL

NOTES" ON SHEET GI0.2.1

FOR GENERAL NOTES, ABBREVIATION, AND

SYMBOLS APPLICABLE ONLY TO DRAWINGS OF A

DISCIPLINE OTHER THAN ARCHITECTURE, REFER

TO THE SPECIFIC DRAWINGS OF THAT DISCIPLINE

- SEE THE "INDEX OF DRAWINGS" ON SHEET

GI0.1.1

D. THE DRAWINGS ARE INTENDED TO

GRAPHICALLY ILLUSTRATE THE OVERALL

NATURE OF THE WORK; THE CONFIGURATION,

ARRANGEMENT, AND LOCATION OF THE WORK

AND ITS PARTS; AND THE PHYSICAL

DIMENSIONS OF THE WORK - THE DRAWINGS

TAKE PRECEDENCE OVER THE SPECIFICATIONS

WITH RESPECT TO INFORMATION OF THIS

NATURE.

E. THE SPECIFICATIONS ARE INTENDED TO

COMMUNICATE THE DETAILED PROPERTIES AND

QUALITY OF THE INDIVIDUAL MATERIALS,

ASSEMBLIES, AND SYSTEMS THAT COMPRISE

THE WORK; THE FUNCTIONAL AND

PERFORMANCE REQUIREMENTS FOR THE

INDIVIDUAL PARTS OF THE WORK; AND THE

FABRICATION AND INSTALLATION

REQUIREMENTS FOR INDIVIDUAL PARTS OF THE

WORK - THE SPECIFICATIONS TAKE

PRECEDENCE OVER THE DRAWINGS WITH

RESPECT TO INFORMATION OF THIS NATURE.

F. AS PART OF THE CONTRACTOR'S RESPONSIBILITY

TO COORDINATE THE WORK OF ALL SUB-

CONTRACTORS, TRADES, AND SUPPLIERS, THE

CONTRACTOR SHALL ENDEAVOR TO IDENTIFY AND

NOTIFY THE VA REPRESENTATIVE OF ANY

CONFLICTS AT THE EARLIEST POSSIBLE DATE SO

AS TO ALLOW REASONABLE AND ADEQUATE TIME

FOR THE CONFLICT TO BE RESOLVED WITHOUT

DELAYING THE WORK, ALL DEVIATIONS FROM

THAT WHICH IS REQUIRED BY THE CONTRACT

DOCUMENTS MUST BE APPROVED IN ADVANCE BY

THE VA REPRESENTATIVE.

G. THE ARCHITECTURAL DRAWINGS ARE A PART

OF A LARGER SET OF DRAWINGS WHICH, WHEN

COMPLETE, CONSISTS OF ALL DRAWINGS

LISTED BY THE INDEX OF DRAWINGS, THE WORK

DESCRIBED BY THE DRAWINGS OF ANY ONE

DISCIPLINE MAY BE AFFECTED BY THE WORK

DESCRIBED ON DRAWINGS OF ANOTHER

DISCIPLINE AND MAY REQUIRE REFERENCE TO

THE DRAWINGS OF ANOTHER DISCIPLINE.

PARTIAL SETS OF DRAWINGS ARE INCOMPLETE

AND SHOULD NOT BE DISTRIBUTED OR UTILIZED

BY THE CONTRACTOR. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO REVIEW AND COORDINATE

THE WORK OF ALL SUB-CONTRACTORS,

TRADES, AND SUPPLIERS WITH ALL

REQUIREMENTS OF THE CONTRACT

DOCUMENTS BEFORE COMMENCING

CONSTRUCTION, AND TO ASSURE THAT ALL

PARTIES ARE AWARE OF ALL REQUIREMENTS,

REGARDLESS OF WHERE THE REQUIREMENTS

OCCUR IN THE CONTRACT DOCUMENTS, WHICH

MIGHT AFFECT THE WORK OF THAT PARTY.

THE ARCHITECTURAL DRAWINGS ESTABLISH

AND COORDINATE THE FINISHED APPEARANCE

AND EXACT LOCATION OF ALL EXPOSED

ELEMENTS OF THE WORK OF ALL TRADES,

INCLUDING THAT WORK WHICH IS ILLUSTRATED

PRIMARILY ON DRAWINGS OF OTHER

DISCIPLINES, LOCATIONS SHOWN ON OTHER

DRAWINGS ARE SCHEMATIC, UNLESS

OTHERWISE NOTED ON THE ARCHITECTURAL

DRAWINGS. THE ARCHITECTURAL DRAWINGS

TAKE PRECEDENCE FOR THE FINISHED

APPEARANCE AND EXACT LOCATION OF ALL

PARTS OF THE WORK,

EXCEPTION: DIMENSIONED LOCATIONS SHOWN

ON DRAWINGS OF OTHER DISCIPLINES SHALL

GOVERN ONLY WHERE:

1. SPECIFICALLY AND INDIVIDUALLY INDICATED

BY SYMBOL, KEYED NOTE, OR NOTATION ON

THE ARCHITECTURAL DRAWINGS.

2. OCCURRING WITHIN A ROOM OR OTHER

IDENTIFIED SPACE FOR WHICH ARCH SHEET OR

SCHEDULE NOTES INDICATE THAT DIMENSIONS

PROVIDED ELSEWHERE SHALL GOVERN.

H.

THE ARCHITECTURAL FLOOR PLANS, REFLECTED

CEILING PLANS, SECTIONS, AND ELEVATIONS

ILLUSTRATE THE EXACT LOCATION OF MANY, BUT

NOT ALL, EXPOSED PARTS OF THE WORK, APPLY

THE RULES INDICATED BY THE DRAWING "TYPICAL

MOUNTING HEIGHTS AND CONFIGURATION

DIAGRAMS" TO DETERMINE THE EXACT LOCATION

OF EACH EXPOSED PART OF THE WORK.

I.

REFER TO THE STRUCTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS FOR

THE DETAILED DESIGN OF STRUCTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING

SYSTEMS, OF WHICH PORTIONS MAY BE

SHOWN ON THE ARCHITECTURAL DRAWINGS.

J.

FINISH FLOOR ELEVATIONS ARE TO TOP OF

CONCRETE FLOOR SLAB, UON. WHERE THE

CONCRETE IS DEPRESSED TO ACCOMMODATE

MORTAR BEDS, SETTING BEDS, RAISED ACCESS

FLOORS, AND OTHER SIMILAR FLOOR

ASSEMBLIES, FINISHED FLOOR ELEVATIONS ARE

TO TOP OF FINISH FLOOR ASSEMBLY INDICATED.

K.

CEILING HEIGHT DIMENSIONS ARE TO FINISHED

SURFACES, UNLESS OTHERWISE NOTED.L.

FOR TYP DIMENSIONING CONVENTIONS,

INCLUDING RULES FOR LOCATING DOORS

WHICH HAVE NOT BEEN DIMENSIONED, REFER

TO THE "ARCHITECTURAL DIMENSIONING

CONVENTIONS" NOTES ON THIS SHEET.

M.

FOR ILLUSTRATION AND DEFINITION OF TYPICAL

SYMBOLS USED ON THE ARCHITECTURAL

DRAWINGS, REFER TO THE "ARCHITECTURAL

SYMBOLS" ON SHEET AE0.1.2.

N.

ADDITIONAL SYMBOLS, NOT SHOWN OR DEFINED

ON THE DRAWING "ARCHITECTURAL SYMBOLS",

MAY OCCUR AND ARE DEFINED ON OTHER

ARCHITECTURAL DRAWINGS.

O.

BASIC FIRE PROTECTION AND EXITING

CONCEPTS ARE ILLUSTRATED BY AE0.2-SERIES

"LIFE SAFETY DIAGRAM" DRAWINGS.

P.

ARCHITECTURAL DIMENSIONING CONVENTIONS

- CONTINUED AT TOP OF NEXT COLUMN

D.

5.

DIMENSION, WHEN OCCURS

ALIGN

B.

C.

B.

A.

4.

3.

A.

F.

E.

D.

1.

2.

E.

NOTE NO 4 CONTINUED:4.

C.

EXCEPT WHERE DIRECTED TO PLACE ITEMS OF THE

WORK AT THE "APPROXIMATE LOCATION SHOWN,"

DO NOT SCALE DRAWINGS FOR DIMENSIONAL

INFORMATION.

ALL ELEMENTS OF THE DRAWINGS MAY NOT BE

DRAWN TO EXACT SCALE. ALL DIMENSIONS

REQUIRED ARE SHOWN (OR MAY BE DERIVED

FROM THOSE SHOWN OR NOTED) ON THE FLOOR

PLANS, DETAIL PLANS, ELEVATIONS, SECTIONS,

SCHEDULES, CONFIGURATION DETAILS, AND

SPECIFICATIONS. SEE THE NOTES BELOW AND

SYMBOLS ON SHEET A0.1.2 FOR DIMENSIONING

CONVENTIONS USED ON THIS PROJECT.

EXCEPT WHERE SPECIFICALLY NOTED TO THE

CONTRARY, ALL DIMENSIONS SHOWN ON THE

ARCHITECTURAL DRAWINGS CONFORM TO THE

FOLLOWING CONVENTIONS:

DIMENSIONS UTILIZING THE "CENTERLINE" SYMBOL

ARE MEASURED TO:

STRUCTURAL OR DIMENSIONAL GRID LINES.

CENTERLINE OF CONCRETE OR CONC

MASONRY UNIT WALLS (EXCLUSIVE OF

FURRING OR APPLIED FINISHES HAVING

THICKNESS). REFER TO THE ARCH PLANS

AND SECTIONS, THE STRUCT DRAWINGS,

OR PARTITION SCHEDULE TO DETERMINE

THE THICKNESS OF CONCRETE OR CONC

MASONRY UNIT WALLS.

CENTERLINE OF PARTITION ASSEMBLY

(EXCLUSIVE OF ANY APPLIED FINISHES

HAVING THICKNESS WHICH MAY BE

ADDED TO SUCH WALLS) AT PARTITIONS

FRAMED WITH METAL STUDS. REFER TO

"PARTITION SCHEDULE" TO DETERMINE

THICKNESS OF EACH PARTITION TYPE.

CENTERLINE OF DOOR, WINDOW, OR LOUVER

OPENING.

CENTERLINE OF EQUIPMENT OR

FURNISHING.

CENTERLINE OF OTHER FEATURES AS

INDICATED.

REFER TO SHEET A0.1.2 FOR SYMBOL USED

TO INDICATE CENTERLINE DIMENSION.

DIMENSIONS UTILIZING THE "FACE OF"

SYMBOL ARE MEASURED TO:

FACE OF CONCRETE OR CONC MASONRY

UNIT WALL (EXCLUSIVE OF APPLIED

FINISHES HAVING THICKNESS OR FURRING

WHICH MAY BE ADDED TO THE FACE OF

SUCH WALLS).

FACE OF PARTITION ASSEMBLY

(EXCLUSIVE OF ANY APPLIED FINISHES

HAVING THICKNESS WHICH MAY BE

ADDED TO SUCH WALL) AS DEFINED

BY THE PARTITION SCHEDULE.

UNLESS NOTED AS A "FACE OF

FINISH" OR "CLEAR" DIMENSION (SEE

NOTE 'E' BELOW), DIMENSIONS ARE

NOT MEASURED TO THE FACE OF

APPLIED FINISH. REFER TO THE

"PARTITION SCHEDULE" TO DETERMINE

THE THICKNESS OF EACH PARTITION

TYPE.

INSIDE EDGE OF FINISHED DOOR

OPENING. REFER TO THE "DOOR

SCHEDULE" FOR ADDITIONAL

DIMENSIONAL INFORMATION.

DIMENSION OR WORK POINT AS

INDICATED ON RELATED ARCH DETAIL

PLAN, SECTION, ELEVATION, LAYOUT

OR CONFIGURATION DETAIL, OR

CONSTRUCTION DETAIL.

REFER TO SHEET A0.1.2 FOR SYMBOL USED

TO INDICATE "FACE OF" DIMENSION.

WHERE "FACE OF FINISH" OR "CLEAR" DIMENSIONS

ARE SPECIFICALLY NOTED, THE DIM IS MEASURED

TO:

FINISH FACES AT THE MOST NARROW

OR CONSTRICTED POINTS OF SECTION

WHERE DIMENSION IS SHOWN, WHEN

THE DIMENSION OCCURS ACROSS AN

OPEN SPACE. THIS CASE, A "FACE

OF FINISH" DIMENSION IS EQUIVALENT

TO A "CLEAR" DIMENSION.

FINISH FACES AT THE WIDEST OR MOST

EXPANSIVE POINTS OF THE SECTION THE

DIMENSION IS SHOWN WHEN THE DIMENSION

OCCURS ACROSS AN OBJECT OR GROUP OF

OBJECTS.

WHERE "EQUAL" DIMENSIONS ARE USED

ON REFLECTED CEILING PLANS TO

LOCATE CEILING GRID WORK POINTS,

MEASURE DIMENSIONS TO:

EDGE OF THE INDICATED CEILING AT

THE FACE OF THE ADJACENT APPLIED

FINISH MEASURED AT THE PLANE OF

THE CEILING.

CAUTION: DUE TO THE POSSIBLE

APPLICATION OF APPLIED FINISHES -

THICKNESS OF WHICH MAY VARY

BETWEEN FLOOR AND CEILING AND IS

NOT ACCOUNTED FOR (EXCEPT AS

INDICATED BY "FOF" OR "CLEAR") BY

THE DIMENSION SHOWN ON THE FLOOR

PLANS - THE CONTRACTOR MUST

ADJUST, AS NECESSARY, THE FLOOR

PLAN DIMENSIONS TO REFLECT THE

ACTUAL DIMENSIONS FOUND AT PLANE

OF THE CEILING.

WHERE DIMENSIONS ARE NOT PROVIDED ON

FLOOR PLANS TO LOCATE DOOR OPENINGS,

APPLY THE FOLLOWING RULES, IN ORDER, TO

DETERMINE THE LOCATION OF DOOR OPENINGS:

DOOR OPENINGS MAY BE

DIMENSIONED ON DRAWINGS OTHER

THAN THE FLOOR PLANS. REFER TO

THE SECTIONS, ELEVATIONS, DETAILS,

AND DOOR SCHEDULE NOTES FOR

ADDITIONAL DIMENSIONAL

INFORMATION.

WHERE THE HINGE-SIDE OF A DOOR IS

SHOWN ADJACENT TO A WALL - OR WALLS

- PERPENDICULAR TO THE WALL IN WHICH

THE DOOR OPENING OCCURS:

AT DOORS OCCURRING IN METAL FRAMED

GYPSUM BOARD PARTITIONS, LOCATE THE

HINGE-SIDE OF THE DOOR FINISHED

OPENING 4 INCHES FROM THE FACE

(EXCLUSIVE OF APPLIED FINISHES) OF THE

CLOSEST PERPENDICULAR WALL OR

PARTITION ASSEMBLY.

AT DOORS OCCURRING IN WALLS OF CONC

MASONRY UNIT CONSTRUCTION, LOCATE

THE HINGE-SIDE OF THE DOOR FINISHED

OPENING 10 INCHES FROM THE FACE

(EXCLUSIVE OF APPLIED FINISHES) OF THE

CLOSEST PERPENDICULAR WALL OR

PARTITION ASSEMBLY.

WHERE DOOR OCCURS NOT ADJACENT TO A

PERPENDICULAR WALL AND EITHER "DIM E"

OR "DIM F" IS 16'-0" OR LESS, LOCATE

DOOR UTILIZING THE FOLLOWING MINIMUM

DIMENSIONS:

DIMENSION A = 18 INCHES MIN

DIMENSION B = 12 INCHES MIN

DIMENSION C = DOOR WIDTH + 2

INCHES MINIMUM

DIMENSION D = 4 INCHES MIN AT

METAL FRAMED GYP BD PARTITIONS

OR - EVEN MULTIPLE OF 1/2 CMU

MODULE PLUS 2 INCHES AT CONC

MASONRY UNIT WALLS

DIMENSIONS E AND F = AS SHOWN ON

PLANS

DIMENSION G = 36 INCHES MIN

DIMENSION H = 60 INCHES MIN

IF SPACE ALLOWS, CENTER DOOR IN

WALL SHOWN ON THE DRAWINGS SO

THAT EITHER "DIM A" EQUALS "DIM C"

OR "DIM B" EQUALS "DIM D".

IF "DIM E" IN DIAGRAMS BELOW IS LESS

THAN THE SUM OF 2 TIMES THE DOOR

WIDTH PLUS 20 INCHES, LOCATE DOOR

SO THAT MINIMUMS STATED BY NOTE

NO 4C ABOVE FOR "DIM A", "DIM B,"

AND "DIM D" ARE MET - MAXIMIZING

"DIM A" AND MINIMIZING "DIM D" TO

THE EXTENT POSSIBLE.

WHERE DOOR IS SHOWN LOCATED IN A

LARGE EXPANSE OF OPEN WALL ("DIM

E" AND "DIM F" IN DIAGRAM BELOW

BOTH EXCEED 16'-0"), PLACE DOOR

AT APPROXIMATE LOCATION SHOWN ON

THE PLANS. WHERE DOOR OCCURS IN

CMU WALL, PLACE DOOR AT

APPROXIMATE LOCATION SHOWN WHILE

MINIMIZING "CUT" OR PARTIAL CMU

MODULES ADJACENT TO THE JAMBS.

WHERE WALLS AND/OR PARTITIONS OF

UNEQUAL THICKNESS ABUT, ALIGN EXPOSED

FACES, UNLESS OTHERWISE NOTED.

3. NOTE NO 3 CONTINUED:

MEASURED AT CLG PLANE

"EQUAL" DIM AT CEILING

MEASURED TO FACE OF PTN

TYPICAL DIM ON CEILING PLAN

4"

4"

10"

10"

DIM E > 16'-0"

DIM F > 16'-0"

E

A

E

A D

B D B

E A C

F

B D

G

H

- CONTINUED AT TOP OF NEXT COLUMN

3. NOTE NO 3 CONTINUED: NOTE NO 4 CONTINUED:4.

- CONTINUED AT TOP OF NEXT COLUMN

- CONTINUED AT TOP OF NEXT COLUMN

SEE SHEET AE7.3.1 FOR LOCATION OF RESTROOM ACCESSORIES.

SEE SPECIFICATION SECTION 10 28 00 FOR MORE INFORMATION.

VV VA PROVIDED AND INSTALLED

VC VA PROVIDED, CONTRACTOR INSTALLED

CC CONTRACTOR PROVIDED AND INSTALLED

DISPENSER, SOAP, DISPOSABLE VV

DISPENSER, PAPER TOWEL, SURFACE MOUNTED VV

DISPOSAL, SANITARY NAPKIN, SURFACE MOUNTED VC

GRAB BAR, 1-1/4" DIA, SST, 2 WALL CC

HOOK, GARMENT, DOUBLE, SST, SURFACE MOUNTED CC

DISPENSER, TOILET TISSUE, SST, 2-ROLL, SURFACE MOUNTED VV

BASKET, WASTEPAPER, ROUND, METAL VV

DISPENSER, SURFACE MOUNTED, SEAT COVER VC

GRAB BAR, 1-1/4" DIA, SST CC

DISPENSER, SURFACE MOUNTED, SANITARY NAPKIN VC

3801 Miranda Ave., Palo Alto CA

CENTERS FOR AMBULATORY CARE,

POLYTRAUMA AND BLIND REHABILITATION

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Seals and Signatures on e e igh th inc h = on e f oo t

B

A

C

D

E

F thr ee in ch es on e f oo t

6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6" 6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

301 BATTERY STREET, 7TH FLOOR

SAN FRANCISCO, CA 94111

T 415.227.0100 F 415.908.0862 www.smithgroup.com

The Design Partnership LLP Architects + Planners

1412 VAN NESS AVE., 2ND FLOOR

SAN FRANCISCO, CA 94109

T 415.777.3737 F 415.777.3476 www.dpsf.com

Associate Architect:

Department of Veterans Affairs

PR

IN

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ON

:8

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5:

:1

PM ABBREVIATIONS, GENERAL NOTES

AND DIMENSIONING CONVENTIONS

A0.1.1

DO NW10 MAY 2013

640-424

Recreation Services

ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL GENERAL NOTES RESTROOM ACCESSORIES

eaquino Rectangle eaquino Typewritten Text

AS-BUILT

eaquino Typewritten Text Halbert Const. Co., Inc.

eaquino Typewritten Text eaquino Typewritten Text

SECOND LEVEL

+10'-0"

BUILDING SECTION

WALL SECTION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

WALL SECTION

WALL SECTION NUMBER

NORTH ARROW REFERENCE

PROJ NORTH

NEW GRID

IDENTIFICATION

LAYOUT GRID LINES

BASIC DRAWING TITLE

SHEET WHERE DRAWN

DIRECTION OF VIEW

LEVEL LINE

REVISION NUMBER AND EXTENT

ROOM NAME AND NUMBER

PLAN DETAIL REFERENCE

SECTION DETAIL REFERENCE

DETAIL REFERENCE

EXTERIOR ELEVATION

AE102 2

INTERIOR ELEVATION REFERENCE

SEE PARTITION SYMBOL

DESCRIPTION ON SHEET

AE9.2.1

PARTITION TYPE IDENTIFICATION MARK

ELEVATION NUMBER AND

DIRECTION

SHEET WHERE DRAWN

SHEET WHERE DRAWN

ELEVATION NUMBER AND

DIRECTION OF VIEW

SHEET WHERE DRAWN,

HYPHEN INDICATES DETAIL

ON SAME SHEET.

DETAIL NUMBER

DETAIL NUMBER

SHEET WHERE DRAWN,

DASH TEXT INDICATES

DETAIL ON SAME SHEET

SHEET WHERE DRAWN

ELEVATION NUMBER AND

DIRECTION

AX.X.X X

GLAZING AND LOUVER TYPE MARK

SEE ELEVATIONS AND

EXT WINDOW SCHEDULE

NAME OF LEVEL

INDICATES HEIGHT ABOVE

PROJECT DATUM

REVISION NUMBER - SEE

REVISION HISTORY ON THE

TITLE BLOCK OF EACH

SHEET

EXTENT OF CURRENT

REVISION

KEYED NOTE MARK

MATCH LINE REFERENCE

DRAWING TITLE SYMBOLS

SEE CORRESPONDING

NUMBERED KEY NOTE ON

SHEET WHERE

REFERENCE OCCURS

DRAWING SIDE

DRAWING WHERE

CONTINUATION IS FOUND

A

SCALE:

A101

SIM

A101

SIM

A101

SIM

A101

SIM

AE101

SIM

A101

Room Name

0A3X

1 View Name 1/8" = 1'-0"

SEE PLANS AND INTERIOR

GLAZING TYPES

X-1

X

F1-140

(120SF)

466SF

ROOM NUMBER

PROGRAM AREA

ACTUAL AREA

EXTERIOR

INTERIOR

AA

EXISTING GRID

IDENTIFICATION

TRUE NORTH

FINISH TAG

P1

SEE CORRESPONDING

NUMBERED KEY NOTE ON

SHEET WHERE REFERENCE

OCCURS. SEE SPECIFICATIONS

FOR FINISH INFORMATION

DETAILS ARE NUMBERED ACCORDING TO THEIR

LOCATION ON EACH SHEET AND ARE NOT NUMBERED

CONSECUTIVELY. EACH MODULE MAINTAINS THE

NUMBER ASSOCIATED WITH IT

THIS SYSTEM CAN BE APPLIED TO ANY DRAWING

THAT CONTAINS MULTIPLE IMAGES. THE IMAGES ARE

NUMBERED ACCORDING TO THE MODULE SYSTEM

SHOWN ILLUSTRATED TO THE LEFT

EACH DETAIL MAY OCCUPY ONE OR MORE WHOLE

MODULES. THE DETAIL MODULE IS USED TO

ESTABLISH THE IDENTIFYING LABEL FOR EACH

DETAIL, NOT TO LIMIT THE SIZE OF THE DETAIL

DETAIL MODULE LAYOUT

DETAIL NUMBERING EXAMPLE

THE NUMBER OF THE MODULE WHICH OCCURS IN THE

LOWER LEFT CORNER OF A SINGLE MODULE OR

SEVERAL MODULES GROUPED TOGETHER WILL

DEFINE THE FINAL DETAIL NUMBER AS SHOWN IN THE

ILLUSTRATION TO THE LEFT. ALTHOUGH THE MODULE

NUMBERS OCCUR IN CONSECUTIVE ORDER, NOT ALL

NUMBERS ARE NECESSARILY USED ON EACH SHEET

162228

OVERHEAD ROLLING DOOR

PAIR DOORS - UNEQUAL SIZES

DOUBLE ACTING DOOR

SINGLE OPENING DOOR 2 PANEL BI-FOLD DOOR

PAIR - BI FOLD DOOR

DOOR OPENING MARK

PAIR DOORS - EQUAL SIZES

PAIR DOORS - DOUBLE EGRESS

DOOR WITH SIDE LIGHT

SLIDING DOOR - BETWEEN JAMBS

SLIDING POCKET DOOR

INTERIOR GLAZED WINDOW

EARTH

AGGREGATE BASE COURSE

CONCRETE

CONCRETE MASONRY UNIT/

TERRA COTTA

BRICK MASONRY

PRECAST CONCRETE

LIMESTONE, SANDSTONE, GRANITE

MARBLE

STEEL, STAINLESS STEEL

(LARGE SCALE)

ALUMINUM (LARGE SCALE)

OTHER METALS (LARGE

SCALE)

WOOD FRAMING -

CONTINUOUS (LARGE SCALE)

WOOD FRAMING - DISCONTINUOUS

(LARGE SCALE)

PLYWOOD

(LARGE SCALE)

FINISH WOOD (LARGE SCALE)

EIFS INSULATION BOARD

(LARGE SCALE)

SEMI-RIGID INSULATION

(LARGE SCALE)

BATT INSULATION

(LARGE SCALE)

MORTAR, SAND, FIREPROOFING,

STUCCO, GYPSUM BOARD

TERRAZZO (LARGE SCALE)

COMPOSITE BOARD

(LARGE SCALE)

ACOUSTIC TILE (LARGE SCALE)

PROTECTION BOARD

(LARGE SCALE)

CERAMIC TILE (LARGE SCALE)

GLASS (LARGE SCALE)

PLASTER, CONCRETE

CERAMIC TILE

METAL SIDING (VERTICAL)

GLASS

ELEVATION

PLAN AND SECTION

TRAFFIC COATING

FRITTED GLASS, EXTERIOR

DETECTABLE WARNING FLOOR

SURFACING

SILKSCREENED GLASS, INTERIOR

ARCHITECTURAL

ACCESS PANEL

MECHANICAL

SUPPLY GRILLE

RETURN GRILLE

EXHAUST GRILLE

LINEAR DIFFUSER

SPRINKLER HEAD - CLG MOUNT

SPRINKLER HEAD - WALL MOUNT

ELECTRICAL

2'X4' FLUORESCENT RECESSED

MOUNTED LUMINAIRE

2'X4' FLUORESCENT RECESSED

MOUNTED LUMINAIRE FOR EMERGENCY

FLUORESCENT RECESSED MOUNTED

LUMINAIRE

2'X2' FLUORESCENT RECESSED

MOUNTED LUMINAIRE

FLUORESCENT RECESSED WALLWASH

LUMINAIRE

LED COVE MOUNTED LUMINAIRE

WALL/CEILING SURFACE MOUNTED

LUMINAIRE

PENDANT MOUNTED LINEAR LUMINAIRE

FOR EMERGENCY

STRIPLIGHT LINEAR LUMINAIRE

UNDERCABINET LUMINAIRE

RECESSED DOWNLIGHT LUMINAIRE

RECESSED WALLWASH OR ACCENT

LUMINAIRE

SURFACE WALL MOUNTED LUMINAIRE

CEILING MOUNTED PENDANT LUMINAIRE

CEILING OR WALL MOUNTED EXIT SIGN

ACOUSTIC CEILING TILE

GYPSUM WALLBOARD CEILING,

PAINTED FINISH

2'X2' FLUORESCENT RECESSED

MOUNTED LUMINAIRE FOR EMERGENCY

MISCELLANEOUS

HEIGHT OF CEILING FINISH

ABOVE FINISH FLOOR

+12'-8"

RECESSED DOWNLIGHT LUMINAIRE

FOR EMERGENCY

FLUORESCENT RECESSED MOUNTED

LUMINAIRE FOR EMERGENCY

CEILING MOUNTED PENDANT LUMINAIRE

FOR EMERGENCY

SURFACE WALL MOUNTED LUMINAIRE

FOR EMERGENCY

PENDANT MOUNTED LINEAR LUMINAIRE

SURFACE CEILING MOUNTED LUMINAIRE

SURFACE CEILING MOUNTED

WALLWASH LUMINAIRE

FOR EMERGENCY

SURFACE CEILING MOUNTED LUMINAIRE

FOR EMERGENCY

SURFACE CEILING MOUNTED

WALLWASH LUMINAIRE

WALL/CEILING SURFACE MOUNTED

LUMINAIRE

FIRE ALARM COMBINATION

AUDIBLE/STROBE, WALL MOUNTED

ENCLOSED WRAPAROUND LUMINAIRE

CIRCULAR ACOUSTIC TILE CEILING

UNDERSIDE OF DECK

LINEAR WOOD CEILING

BASE CABINETS

BASE AND WALL CABINETS

WALL CABINETS

TOILET PARTITION AND DOOR

TOILET - WALL HUNG

URINAL - FLOOR/WALL

HUNG

LAVATORY -

COUNTERTOP

LAVATORY -

PEDESTAL/WALL HUNG

GENERAL SYMBOLS PLUMBING SYMBOLS

10' - 0"

EDGE GUARD

OVERHEAD ITEMS

UNDER-COUNTER ITEMS

NIC NOT-IN-CONTRACT

ITEMS

10' - 0"

10' - 0"

CLINIC SINK

DRINKING FOUNTAIN

DIMENSION SYMBOLS

SERVICE SINK

BATHTUB

SHOWER

STORM DRAIN AREA

DRAIN

FEC

FEC

FEXT FIRE EXTINGUISHER

BRACKET

FIRE EXTINGUISHER

CABINET

SURFACE MOUNTED

FIRE EXTINGUISHER

CABINET

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET RECESSED

DIMENSION SHOWN TO:

- STRUCTURAL GRID

- LAYOUT GRID

GRID LINE TYPICAL

DIMENSION SHOWN TO:

- CENTERLINE OF ASSEMBLY

- CENTER OF OPENING

- CENTER OF EQUIP/ FURN

CENTER LINE TYPICAL

DIMENSION SHOWN TO:

- PARTITION ASSEMBLY

- EDGE OF DOOR OPENING

- OTHER BUILDING ELEMENT

- WPT INDICATED ON DETAIL

CORNER GUARD,

SEE DETAILS AE9.5.3 FOR DETAILS

SEE SCHEDULE OF FINISHES FOR

COLOR

CGXX TYPE DESIGNATION, SEE SPECS

FEC

FLOOR DRAIN IN

SLOPING FLOOR

HANDRAIL, HANDRAIL WITH

WALLGUARD

WALL GUARD

CRASHRAIL AND BUMPERGUARD

PUSH PLATE

PP

THE PURPOSE OF THIS SHEET IS TO ILLUSTRATE

AND DEFINE TYPICAL GRAPHIC SYMBOLS AND

SYSTEMS OF GRAPHIC SYMBOLS WHICH MAY

OCCUR ON THE ARCHITECTURAL DRAWINGS.

1.

2. THE ILLUSTRATION OF A SYMBOL OR SYSTEM OF

SYMBOLS ON THIS SHEET DOES NOT

NECESSARILY INDICATE THAT THE BUILDING ITEM

OR SYSTEM DESCRIBED BY THE SYMBOL IS

USED AS PART OF THE WORK OF THIS PROJECT.

REFER TO THE PLANS, ELEVATIONS, SECTIONS,

SCHEDULES, DETAILS, AND SPECIFICATIONS TO

DETERMINE THE SCOPE OF THE WORK.

3. MOUNTING HEIGHTS, WHERE INDICATED ADJACENT

TO SYMBOLS SHOWN ON THIS SHEET, ARE

PROVIDED ONLY FOR THE PURPOSE OF

ILLUSTRATING THE FORMAT OF THE SYMBOL ON

DRAWINGS OTHER THAN THIS SHEET, MOUNTING

HEIGHTS ARE INDICATED ADJACENT TO THE SYMBOL

ONLY WHERE THE MOUNTING HEIGHT IS NOT

TYPICAL WHERE THE MOUNTING HEIGHT IS TYPICAL,

NO HEIGHT IS SHOWN.

4. SYMBOLS ARE NOT DRAWN TO SCALE. TO DETERMINE

ACTUAL SIZES OF ELEMENTS REPRESENTED BY

SYMBOLS, REFER TO THE SPECIFICATIONS AND

OTHER DRAWINGS AS MAY APPLY.

5. FOR INFORMATION REGARDING SYMBOLS WHICH ARE

USED AS ABBREVIATIONS, REFER TO THE

ARCHITECTURAL ABBREVIATIONS SHOWN ON SHEET

A0.1.1

C

C 7'-0"

MOUNTING HEIGHT IS

OMITTED WHERE

HEIGHT IS TYPICAL.

HEIGHT IS SHOWN

WHERE HEIGHT IS NOT

TYPICAL.

6. CERTAIN SYMBOLS MAY INCORPORATE SPECIAL

ABBREVIATIONS AS PART OF THE SYMBOL, SUCH

ABBREVIATIONS ARE AS DEFINED ON THIS SHEET.

3801 Miranda Ave., Palo Alto CA

CENTERS FOR AMBULATORY CARE,

POLYTRAUMA AND BLIND REHABILITATION

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Seals and Signatures on e e igh th inc h = on e f oo t

B

A

C

D

E

F thr ee in ch es on e f oo t

6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6" 6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

301 BATTERY STREET, 7TH FLOOR

SAN FRANCISCO, CA 94111

T 415.227.0100 F 415.908.0862 www.smithgroup.com

The Design Partnership LLP Architects + Planners

1412 VAN NESS AVE., 2ND FLOOR

SAN FRANCISCO, CA 94109

T 415.777.3737 F 415.777.3476 www.dpsf.com

Associate Architect:

Department of Veterans Affairs

PR

IN

TE

D

ON

:8

/8 /2

5:

:3

PM ARCHITECTURAL SYMBOLS

A0.1.2

DO HL10 MAY 2013

640-424

Recreation Services

ARCHITECTURAL FLOOR PLAN SYMBOLS AND REFERENCE SYMBOLS ARCH REFLECTED CEILING PLAN SYMBOLS

DOOR AND INTERIOR OPENING SYMBOLS

ARCHITECTURAL MATERIAL INDICATIONS

MODULAR LAYOUT / DETAIL NUMBER

eaquino Rectangle eaquino Typewritten Text Halbert Const. Co., Inc.

eaquino Typewritten Text

AS-BUILT

eaquino Typewritten Text

UP

1 2 3 7

A

RECREATION ROOM B100

EXERCISE ROOM

(WITH EQUIPMENT)

8600 SF / 50 SF PER

OCCUPANT =

172 OCCUPANTS

MECHANICAL ROOM

548 SF / 300 =

2 OCCUPANTS

RECREATION

ROOM

B100

WOMEN

B105

MEN

B103

ELEV MACH

B101A

ELEVATOR

LOBBY

B130

VIEWING STANDS

180 LF OF BENCHES /

1.5 LF PER PERSON =

120 OCCUPANTS

SEATING ALCOVE

115 SF / 1OO=

2 OCCUPANTS

MEP

B100B

STORAGE

B100A

D

F

ELEVATOR MACHINE

217 SF / 300 =

1 OCCUPANT

4 95 86

C

E

B

DRESSING

60 SF / 100 =

1 OCCUPANT

DRESSING

50 SF / 100 =

1 OCCUPANT

STORAGE

199 SF / 300 =

1 OCCUPANT

1.10.7

STAIR 2

BST2

ELEVATOR

BP02

ELEVATOR

BP01

VENDING

B101

VENDING ROOM

159 SF / 100 =

2 OCCUPANTS

UTILITY ROOM

68 SF / 300 =

1 OCCUPANT

M

AX

IM

UM

T

RA

VE

L

DI

ST

AN

CE

'-0

FEC

FEC

FEC

FEC

FEC

FEC

MAXIMUM TRAVEL DISTANCE 124'-0"

STAIR 3

BST3

EGRESS STAIR

TO LEVEL 1

LOBBY

FEC

HAC

B104

FEC

60 60

161' - 0 " 130' - 0"

106' - 10 1/2"

112' - 0"

UP

UP

SEATING

ALCOVE

CB01A

CORRIDOR

CB01

ELECTRICAL ROOM

17 SF / 300 =

1 OCCUPANT

ELEC

B101B

4"

0"

(E ) A

DJ

B

LD

G

(E ) A

DJ

B

LD

G

VESTIBULE

B105A

LEGEND

SMOKE BARRIER

XX EXIT LOAD

1 HR FIRE BARRIER

MAXIMUM TRAVEL DISTANCE

1. GREATEST OCCUPANT LOAD AT EXTERIOR DOOR IS WHEN

CONSIDERING THE LOBBY A POINT OF CONVERGENCE FOR

LEVEL B AND LEVEL 2 PER SECTION 7.3.1.5 OF NFPA 101.

2. FOR MOUNTING LOCATIONS OF EXIT SIGNS AT EXIT DOORS,

SEE GI1.1.2. FOR CEILING MOUNTED EXIT SIGNS, CENTER IN

CORRIDOR, TYPICAL.

3. SEE GI0.2.1 FOR PROJECT INFORMATION

EXIT SIGN

FIRE EXTINGUISHER CABINET (FEC)

FEC

EXISTING 1 HR FIRE RESISTIVE

RATED PARTITION

GRAPHIC SCALE:

0'

1/8" = 1'-0"

8' 8' 16'

3801 Miranda Ave., Palo Alto CA

CENTERS FOR AMBULATORY CARE,

POLYTRAUMA AND BLIND REHABILITATION

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Seals and Signatures on e e igh th inc h = on e f oo t

B

A

C

D

E

F thr ee in ch es on e f oo t

6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6" 6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

301 BATTERY STREET, 7TH FLOOR

SAN FRANCISCO, CA 94111

T 415.227.0100 F 415.908.0862 www.smithgroup.com

The Design Partnership LLP Architects + Planners

1412 VAN NESS AVE., 2ND FLOOR

SAN FRANCISCO, CA 94109

T 415.777.3737 F 415.777.3476 www.dpsf.com

SHEET NOTES

Associate Architect:

Department of Veterans Affairs

PR

IN

TE

D

ON

TRUE NORTH

PROJ NORTH

8/ 7/

:5

3:

P

M LIFE SAFETY DIAGRAM LEVEL B

A0.2.0

DO NW10 MAY 2013

640-424

Recreation Services

SCALE: 1/8" = 1'-0"54 LIFE SAFETY DIAGRAM LEVEL B

eaquino Rectangle eaquino Typewritten Text

AS-BUILT

eaquino Typewritten Text Halbert Const. Co., Inc.

eaquino Typewritten Text

DN

1 2 3 7

A

152 (FROM

LEVEL B)

OR 46

(FROM

LEVEL 1)

EXERCISE ROOM

(WITH EQUIPMENT)

3376 SF / 50 =

68 OCCUPANTS

BUSINESS OCCUPANCY

CALCULATED BASED

UPON NUMBER OF

WORKSTATIONS

21 OCCUPANTS

128 (FROM

LEVEL B &

LEVEL 2)

128 (FROM

LEVEL B &

LEVEL 2)

GAIT TRACK

ELEC

EC1

INTERVIEW

CHIEF

ELEVATOR

LOBBY

OPEN

WORKSTATIONS

ELEVATOR LOBBY

332 SF / 15 =

23 OCCUPANTS

106 (FROM

EXISTING

LEVEL 1)

D

F

INTERVIEW

CONFERENCE

KITCHEN

ELECTRICAL ROOM

200 SF / 300

1 OCCUPANT

4 95 86

C

E

B OFFICE

COPY

C01A

1.10.7

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

7' - 2"

MAXIMUM TRAVEL DISTANCE 151' - 6"

ELEVATOR 1

1P01

ELEVATOR 2

1P02

M

AX

IM

UM

T

RA

VE

L

DI

ST

AN

CE

8'

- 0

CO

M

M

ON

P

AT

H

OF

T

RA

VE

L

<1

F T

68 (FROM

LEVEL 2)

BUSINESS OCCUPANCY

262 SF / 15

18 OCCUPANTS

EXISTING LOBBY

STAIR 1

1ST1

EXTERIOR

(E) LOBBY

/4

M

AI

NT

AI

N (E

) E

XI

T W

ID

TH

(E) CANOPY ABOVE

STAIR 2

1ST2

STAIR 3

ST3

OPEN TO BELOW

(E)

(E

EXIT TO PUBLIC WAY

AT GRADE

1.7 2.2

(E)E

EXIT TO PUBLIC WAY

AT GRADE

EXISTING EXIT.

CONTINUE TO PUBLIC

WAY AT GRADE

EXISTING EXIT TO

PUBLIC WAY AT

GRADE

EXIT

EX

IT

161' - 0 " 130' - 0"

106' - 10"

113' - 3"

85' - 0"

79' - 9"

100 (FROM

EXISTING

LEVEL 1)

1.2

0"

(E ) A

DJ

B

LD

G

(E ) A

DJ

B

LD

G

(E) BLDG 530 AQUATIC CENTER

LEGEND

SMOKE BARRIER

XX EXIT LOAD

1 HR FIRE BARRIER

MAXIMUM TRAVEL DISTANCE

1. GREATEST OCCUPANT LOAD AT EXTERIOR DOOR IS WHEN

CONSIDERING THE LOBBY A POINT OF CONVERGENCE FOR

LEVEL B AND LEVEL 2 PER SECTION 7.3.1.5 OF NFPA 101.

2. FOR MOUNTING LOCATIONS OF EXIT SIGNS AT EXIT DOORS,

SEE GI1.1.2. FOR CEILING MOUNTED EXIT SIGNS, CENTER IN

CORRIDOR, TYPICAL.

3. SEE GI0.2.1 FOR PROJECT INFORMATION

EXIT SIGN

FIRE EXTINGUISHER CABINET (FEC)

FEC

EXISTING 1 HR FIRE RESISTIVE

RATED PARTITION

GRAPHIC SCALE:

0'

1/8" = 1'-0"

8' 8' 16'

3801 Miranda Ave., Palo Alto CA

CENTERS FOR AMBULATORY CARE,

POLYTRAUMA AND BLIND REHABILITATION

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Seals and Signatures on e e igh th inc h = on e f oo t

B

A

C

D

E

F thr ee in ch es on e f oo t

6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6" 6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

301 BATTERY STREET, 7TH FLOOR

SAN FRANCISCO, CA 94111

T 415.227.0100 F 415.908.0862 www.smithgroup.com

The Design Partnership LLP Architects + Planners

1412 VAN NESS AVE., 2ND FLOOR

SAN FRANCISCO, CA 94109

T 415.777.3737 F 415.777.3476 www.dpsf.com

SHEET NOTES

Associate Architect:

Department of Veterans Affairs

PR

IN

TE

D

ON

TRUE NORTH

PROJ NORTH

8/

/2

5:

:5

PM LIFE SAFETY DIAGRAM LEVEL 1

A0.2.1

DO NW10 MAY 2013

640-424

Recreation Services

SCALE: 1/8" = 1'-0"54 LIFE SAFETY DIAGRAM LEVEL 1

eaquino Rectangle eaquino Typewritten Text Halbert Const. Co., Inc.

eaquino Typewritten Text

AS-BUILT

eaquino Typewritten Text

R.D.R.D.

R.D.

O.F.D.O.F.D. O.F.D.

DN

DN

1 2 3 7

A

EXERCISE ROOM

(WITH EQUIP)

3252 SF / 50

66 OCCUPANTS

EXERCISE ROOM

(NO EQUIP)

652 SF / 15 =

44 OCCUPANTS EXERCISE ROOM

(WITH EQUIP)

958 SF / 50 =

20 OCCUPANTS

ELEVATOR LOBBY /

CIRCULATION

280 SF / 100 =

3 OCCUPANTS

D

F

UTILITY ROOMS

499 SF / 300 =

2 OCCUPANTS

4 95 86

C

E

B

1.10.7

EXERCISE 2

MEN

WOMEN

CORRIDOR

C03

HAC

CO3A

ELEC

EC2

TELECOMMUNICATIONS

TC1

ELEVATOR

LOBBY

CORRIDOR

C02

STUDIO

EXERCISE 1

ELEC

EC3

AV/ STOR

AV1

ELEVATOR

2P02

ELEVATOR

2P01

TOILETS

150 SF / 100 =

2 OCCUPANTS

7' - 2"

FEC FEC

M

AX

IM

UM

T

RA

VE

L

DI

ST

AN

CE

9"

CORRIDOR

CO2A

EXISTING LOBBY

(E) CANOPY

VEGETATED ROOF

OPEN TO BELOW

TOILETS

150 SF / 100 =

2 OCCUPANTS

EXIT STAIR

FROM LEVEL 2

(E) EXIT DOORS

BELOW

MAXIMUM TRAVEL DISTANCE 110'-0"

FEC

1.7 2.2

(E)E

FEC

VEGETATED ROOF

65' - 9 1/32"

107' - 6"

170' - 10"

DN

COMMON PATH OF TRAVEL

61'-3", LESS THAN 75'-0"

COMMON PATH OF TRAVEL

50'-10", LESS THAN 75'-0"

1.2

(E ) A

DJ

B

LD

G

(E ) A

DJ

B

LD

G

(E) BLDG 530 AQUATIC CENTER

(E)

(E)

EXIT STAIR FROM

BASEMENT AND

LEVEL 1 BELOW

128' - 1 0"

LEGEND

SMOKE BARRIER

XX EXIT LOAD

1 HR FIRE BARRIER

MAXIMUM TRAVEL DISTANCE

1. GREATEST OCCUPANT LOAD AT EXTERIOR DOOR IS WHEN

CONSIDERING THE LOBBY A POINT OF CONVERGENCE FOR

LEVEL B AND LEVEL 2 PER SECTION 7.3.1.5 OF NFPA 101.

2. FOR MOUNTING LOCATIONS OF EXIT SIGNS AT EXIT DOORS,

SEE GI1.1.2. FOR CEILING MOUNTED EXIT SIGNS, CENTER IN

CORRIDOR, TYPICAL.

3. SEE GI0.2.1 FOR PROJECT INFORMATION

EXIT SIGN

FIRE EXTINGUISHER CABINET (FEC)

FEC

EXISTING 1 HR FIRE RESISTIVE

RATED PARTITION

GRAPHIC SCALE:

0'

1/8" = 1'-0"

8' 8' 16'

3801 Miranda Ave., Palo Alto CA

CENTERS FOR AMBULATORY CARE,

POLYTRAUMA AND BLIND REHABILITATION

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Seals and Signatures on e e igh th inc h = on e f oo t

B

A

C

D

E

F thr ee in ch es on e f oo t

6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6" 6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

301 BATTERY STREET, 7TH FLOOR

SAN FRANCISCO, CA 94111

T 415.227.0100 F 415.908.0862 www.smithgroup.com

The Design Partnership LLP Architects + Planners

1412 VAN NESS AVE., 2ND FLOOR

SAN FRANCISCO, CA 94109

T 415.777.3737 F 415.777.3476 www.dpsf.com

SHEET NOTES

Associate Architect:

Department of Veterans Affairs

PR

IN

TE

D

ON

TRUE NORTH

PROJ NORTH

5/

/2

7:

:0

PM LIFE SAFETY DIAGRAM LEVEL 2

A0.2.2

DO NW10 MAY 2013

640-424

Recreation Services

SCALE: 1/8" = 1'-0"54 LIFE SAFETY DIAGRAM LEVEL 2

1 ASI # 01 05/16/2014

eaquino Rectangle eaquino Typewritten Text

AS-BUILT

eaquino Typewritten Text Halbert Const. Co., Inc.

eaquino Typewritten Text

D SD SD SD SD SD SD SD SD SD SD SD SD SD

ALIGN

AL

IG

N

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONSTRUCTION

RELATED CONDITIONS PRIOR TO STARTING DEMOLITION AND NEW

CONSTRUCTION.

2. THE INFORMATION LISTED BY THE DEMOLITION KEYNOTES ARE NOT

INTENDED TO INCLUDE EVERY ITEM FOR DEMOLITION AND NEW

CONSTRUCTION. REFER TO AS-BUILT DRAWINGS OF EXISTING

ADJACENT AQUATIC THERAPY PROJECT FOR ADDITIONAL

INFORMATION.

3. SEE CIVIL, STRUCTURAL AND ELECTRICAL DRAWINGS FOR MORE

INFORMATION CONCERNING NEW CONSTRUCTION IN THIS AREA

4. ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING

CONSTRUCTION, EQUIPMENT, ETC. SHALL BE PROPERLY PATCHED

TO MATCH EXISTING CONDITIONS.

5. PROTECT FROM DAMAGE MATERIALS THAT ARE INDICATED TO

REMAIN. ANY MATERIAL DAMAGED DURING REMOVAL SHALL BE

REPAIRED OR REPLACED BY CONTRACTOR. PATCH TO MATCH

ADJACENT FINISHES.

6. PORTIONS OF WALLS, FLOORS AND CEILINGS THAT ARE REMOVED

FOR NEW CONSTRUCTION OF MECHANICAL AND ELECTRICAL

COMPONENTS SHALL BE REPLACED OR PATCHED TO MATCH

EXISTING CONSTRUCTION

7. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFE OFFSITE

REMOVAL AND DISPOSAL OF ALL DEMOLISHED MATERIALS.

8. PRIOR TO BEGINNING DEMOLITION WORK, TRACE AND IDENTIFY

EXISTING UNDERGROUND UTILITIES WITHIN AND PASSING BELOW

THE AREA OF WORK.

9. MAINTAIN CODE COMPLIANT EXITING DURING DEMOLITION. PROVIDE

TEMPORARY SIGNAGE. MAINTAIN EMERGENCY LIGHTING AND FIRE

ALARM AND SUPPRESSION SYSTEMS

10. PROVIDE CONSTRUCTION BARRIERS TO ALLOW FOR ACCESS,

EGRESS AND CONTAIN CONSTRUCTION DUST AND DEBRIS.

11. AT PRE-CONSTRUCTION CONFERENCE FOR WATERPROOFING:

CONTRACTOR AND MANUFACTURER’S REPRESENTATIVE TO EXAMINE

EXISTING CONDITIONS, CONFIRM CONFORMANCE WITH AS-BUILT

DRAWINGS, BRING DISCREPANCIES TO ATTENTION OF RESIDENT

ENGINEER, AND VERIFY COMPATIBILITY OF NEW WATERPROOFING

SYSTEM WITH EXISTING TO MAINTAIN INTEGRITY OF THE

WATERPROOFING SYSTEM AND APPLICABLE WARRANTY

12. CONTRACTOR SHALL SEAL THE MECHANICAL DIFFUSERS SERVING

THE AREA OF WORK IN THE (E) LOBBY DURING DEMOLITION AND NEW

CONSTRUCTION, IN ORDER TO COMPLETELY STOP THE MOVEMENT

OF SYSTEM AIR. CONTRACTOR TO REQUEST INFORMATION ABOUT (E)

BUILDING MECHANICAL SYSTEMS FROM THE RESIDENT ENGINEER

AND USE THIS INFORMATION FOR PROPER BLOCKAGE OF THE

AFFECTED DIFFUSERS WITHOUT NEGATIVELY IMPACTING THE

OPERATION OF THE ENTIRE MECHANICAL SYSTEM. DIFFUSERS

SHALL BE PROPERLY SEALED TO PREVENT DUST CREATED FROM

CONSTRUCTION ACTIVITIES ENTERING INTO THE BUILDING

MECHANICAL SYSTEM. PROVIDE TEMPORARY VENTILATION SYSTEM

SUFFICIENT TO EXHAUST THE DEBRIS AND DUST CREATED BY

CONSTRUCTION ACTIVITIES FROM THE AREA OF THE WORK TO THE

OUTSIDE. RESTORE (E) VENTILATION SYSTEM UPON COMPLETION OF

ALL CONSTRUCTION ACTIVITIES.

1 2 3

F

1.1

AD1.1.1

AD1.1.1

1.09

1.02

1.09

1.27

1.32

1.29

1.28

1.16

1.26

1.04

1.01

1.7 2.2

(E)E

1.06

5'- 0"

M

IN

C

LR

5'

- 3

/2

0Q6-

1.59

1.66 1.67

5'-0 " M

IN CLR

5' - 1 7

/16

1.68

1.2

1.26

LEVEL 1

0"

LEVEL 2

14' - 0"

ROOF

28' - 0"

1 2 31.1 51

AD1.1.1

AD1.1.2

AD1.1.2

1.02

1.04

1.08

1.05

1.7 2.2

1.24

1.26

AD1.1.2

/4 " V

IF

TYP

TYP

AD1.1.2

NOTE MAXIMUM OPENING

FOR MATERIAL ACCESS

(+/-) VIF

7' - 4"

V

IF

1/

2"

1.611.61

1.2

1.151.60

1.26

LEVEL 1

0"

LEVEL 2

14' - 0"

ROOF

28' - 0"

F 42

AD1.1.1

1.06

1.04

1.05

1.06

1.08

1.02

1.09

1.26

(E)E

AD1.1.2

1.24

/4 " V

IF

/4 " V

IF

AD1.1.2

1.19

1.18

1.17

1.30

1 2 3

F

1.1

AD1.1.1

AD1.1.11.7 2.2

(E)E

1.04

1.05

1.05

1.26

1.62

1.63

1.65

1.64

1.2

1.19

1.18

1.17

1.17 FLOORING TO BE REMOVED

EXISTING TO BE REMOVED

DEMOLITION LEGEND

GRAPHIC SCALE:

4' 0' 4' 8'

1/4" = 1'-0"

3801 Miranda Ave., Palo Alto CA

CENTERS FOR AMBULATORY CARE,

POLYTRAUMA AND BLIND REHABILITATION

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Seals and Signatures on e e igh th inc h = on e f oo t

B

A

C

D

E

F thr ee in ch es on e f oo t

6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6" 6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

301 BATTERY STREET, 7TH FLOOR

SAN FRANCISCO, CA 94111

T 415.227.0100 F 415.908.0862 www.smithgroup.com

The Design Partnership LLP Architects + Planners

1412 VAN NESS AVE., 2ND FLOOR

SAN FRANCISCO, CA 94109

T 415.777.3737 F 415.777.3476 www.dpsf.com

SHEET NOTES

KEYNOTES

Associate Architect:

Department of Veterans Affairs

PR

IN

TE

D

ON

TRUE NORTH

PROJ NORTH

8/

/2

5:

:1

PM DEMOLITION PLAN AND ELEVATIONS

AT EXISTING LEVEL 1 LOBBY 101

AD1.1.1

DO RM10 MAY 2013

640-424

Recreation Services

1.01 (E) BUILDING 530 AQUATIC SERVICES

1.02 DEMOLISH (E) SLAB AS REQUIRED FOR INSTALLATION OF LOBBY

STAIR 1. SEE STRUCTURAL DWGS FOR INFILL AND REPAIR TO MATCH

(E). SEE AE6.1.1 AND AE6.1.4. EXTENTS SHOWN HATCHED

1.04 DEMOLISH (E) CURTAIN WALL

1.05 DEMOLISH (E) ALUMINUM COMPOSITE BEAM COVER, (E) BEAM TO

REMAIN

1.06 DEMOLISH (E) CLADDING PANELS

1.08 DEMOLISH (E) CONCRETE CURB TO BELOW FINISH FLOOR.

COORDINATE WITH NEW FLOOR FINISH.

1.09 DEMOLISH (E) FLOOR FINISH. EXTENTS SHOWN HATCHED

1.15 COVER AND PROTECT EXISTING FINISHES TO REMAIN

1.16 EXTENT OF CANOPY ABOVE

1.17 (E) CEILING SYSTEM. GYP BD AND METAL STUDS. TYPE A.

1.18 (E) CEILING SYSTEM. ACOUSTICAL TILE. TYPE B.

1.19 (E) CEILING SYSTEM. SUSPENDED ACOUSTICAL PANEL. TYPE C.

1.24 OVEREXCAVATE TO ALLOW FOR CONTINUATION OF BELOW-GRADE

WATERPROOFING SYSTEM. PROTECT (E) PROTECTION BOARD AND

MEMBRANE FOR (N) WORK.

1.26 BARRICADE AFFECTED AREA DURING CONSTRUCTION

1.27 (E) STORM DRAIN LINE BELOW. PROTECT DURING CONSTRUCTION.

SEE CIVIL DWGS.

1.28 DEMOLISH (E) WALK-OFF MAT.

1.29 (E) EXIT DOORS. MAINTAIN OPERABILITY DURING CONSTRUCTION

1.30 EXISTING HVAC TO REMAIN

1.32 OPEN AND LOCK (E) ENTRY DOORS AND PROTECT OPENING FOR USE

AS CONSTRUCTION ENTRY. PROVIDE TEMPORARY CONTRACTORS

DOOR IN BARRICADE, ALIGNED TO (E) OPENING. RESTORE TO

OPERATION AT COMPLETION OF LOBBY CONSTRUCTION. REPAIR AND

REPLACE ANY DAMAGE TO MATCH EXISTING.

1.59 (E) BRACED FRAME AND FOOTING TO REMAIN

1.60 (E) STEEL AND ALUMINUM CANOPY

1.61 DISCONNECT AND REMOVE (E) ELECTRICAL FIXTURES

1.62 MAINTAIN OPERATION OF (E) FIRE SPRINKLER HEADS

1.63 MAINTAIN OPERATION OF (E) CONCEALED SPRINKLER HEADS

1.64 MAINTAIN OPERATION OF (E) MECHANICAL DIFFUSERS

1.65 MAINTAIN OPERATION OF (E) CONCEALED MECHANICAL DIFFUSERS

1.66 MAINTAIN OPERATION OF (E) PULL BOX

1.67 (E) FIRE ALARM CONTROL PANEL. SEE FIRE ALARM DRAWING FA3.1.1

1.68 (E) BENCH

SCALE: 1/4" = 1'-0"30 DEMOLITION PLAN (E) LEVEL 1 LOBBY 101

SCALE: 1/4" = 1'-0"42 DEMOLITION SECTION (E) INTERIOR LOBBY 101 NORTH

SCALE: 1/4" = 1'-0"51 DEMOLITION SECTION (E) INTERIOR LOBBY 101 EAST

SCALE: 1/4" = 1'-0"54 DEMOLITION RCP (E) LEVEL 1 LOBBY 101

DEMOLITION SEQUENCING

1. ERECT TEMPORARY PARTITION BARRICADE. SEE AD1.1.2

2. INSTALL TEMPORARY PROTECTION SHEETING UNDER (E) FINISH

CEILINGS

3. PROTECT (E) MECHANICAL DIFFUSERS AND ASSOCIATED DUCTING

FROM DAMAGE DURING DEMOLITION AND NEW CONSTRUCTION

4. MAINTAIN OPERATION OF (E) FIRE SPRINKLER HEADS AND

ASSOCIATED FIRE ALARM PULL BOXES

5. DISCONNECT AND REMOVE (E) WALL MOUNTED ELECTRICAL

FIXTURES

6. DEMOLISH (E) CURTAINWALL.

7. DEMOLISH ALUMINUM CLADDING PANELS AROUND (E) BEAM

8. DEMOLISH (E) CONCRETE CURB BELOW CURTAINWALL

9. REMOVE (E) INTERIOR WALL CLADDING PANELS AND WALL BASES

10. DEMOLISH (E) FINISH FLOOR TILES AND CONCRETE SLAB ON GRADE

11. PROVIDE TEMPORARY EXIT SIGNAGE

eaquino Rectangle eaquino Typewritten Text Halbert Const. Co., Inc.

eaquino Typewritten Text

AS-BUILT

eaquino Typewritten Text eaquino Typewritten Text

LEVEL 1

0"

EXISTING ALUMINUM AND GLASS

CURTAINWALL SYSTEM TO REMAIN

EXISTING FLASHING TO REMAIN

EXISTING WATERPROOFING TO REMAIN

EXISTING FOOTING TO REMAIN

EXISTING CONCRETE MOW STRIP

WHERE OCCURS AND ADJACENT

GRADE TO REMAIN

REMOVE EXISTING STONE

TILE FINISH FLOOR

MATERIAL AND STOCKPILE

FOR RE-INSTALLATION

TEMPORARY CONSTRUCTION

PARTITION- 6" METAL STUDS, 16

GA, 16" O.C. W/ 3/4" PLYWOOD

MAINTAIN (E) UNDERSLAB

VAPOR BARRIER. REPLACE

WITH NEW VAPOR BARRIER

FOLLOWING SLAB

DEMOLITION

3/8" DIA EXPANSION

ANCHOR W/ 2" MIN

EMBEDMENT INTO (E) SLAB EXISTING PORTION OF SLAB ON GRADE

TO REMAIN

LEVEL 1

0"

1.7

TEMPORARY CONSTRUCTION

PARTITION- 6" METAL STUDS, 16 GA,

16" O.C. W/ 5/8" GYP. BD. PAINTED.

SEAL W/ POLYPROPYLENE SHEET

TO RESTRICT CONSTRUCTION DUST

IN NON-CONSTRUCTION AREA

EXISTING FINISH FLOOR TO REMAIN

EXISTING SLAB ON GRADE

TO REMAIN

MAINTAIN EXISTING

WATERPROOFING MEMBRANE

REMOVE EXISTING STONE TILE FINISH

FLOOR MATERIAL ALONG TILE JOINTS

AND STOCKPILE FOR RE-INSTALLATION

DEMOLISH EXISTING MORTAR

AND SLAB ON GRADE

VERIFY (E) FLOOR LEVELVI

F3"

3/8" DIA EXPANSION ANCHOR W/ 2"

EMBEDMENT AT 2'-0" OC

94' - 0"

TWO ROWS 16P NAILS AT 24" OC

TWO LAYERS OF 3/4" PLYWOOD,

MIN. STAPLE LAYERS TOGETHER

AT 2'-0" OC, MAX.

VARIES, SEE PLAN

(E)E

EXISTING HORIZONTAL RAINSCREEN PANEL

SYSTEM TO REMAIN

EXISTING INSULATION TO REMAIN

EXISTING FLASHING MEMBRANES TO

REMAIN

REMOVE EXISTING RAINSCREEN PANELS

REMOVE EXISTING RIGID INSULATION.

COORD WITH (N) SEISMIC EXPANSION JOINT.

SEE AE5.1.2

EXISTING STUD FRAMING TO REMAIN

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONSTRUCTION

RELATED CONDITIONS PRIOR TO STARTING DEMOLITION AND NEW

CONSTRUCTION.

2. THE INFORMATION LISTED BY THE DEMOLITION KEYNOTES ARE NOT

INTENDED TO INCLUDE EVERY ITEM FOR DEMOLITION AND NEW

CONSTRUCTION. REFER TO AS-BUILT DRAWINGS OF EXISTING

ADJACENT AQUATIC THERAPY PROJECT FOR ADDITIONAL

INFORMATION.

3. SEE CIVIL, STRUCTURAL AND ELECTRICAL DRAWINGS FOR MORE

INFORMATION CONCERNING NEW CONSTRUCTION IN THIS AREA

4. ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING

CONSTRUCTION, EQUIPMENT, ETC. SHALL BE PROPERLY PATCHED

TO MATCH EXISTING CONDITIONS.

5. PROTECT FROM DAMAGE MATERIALS THAT ARE INDICATED TO

REMAIN. ANY MATERIAL DAMAGED DURING REMOVAL SHALL BE

REPAIRED OR REPLACED BY CONTRACTOR. PATCH TO MATCH

ADJACENT FINISHES.

6. PORTIONS OF WALLS, FLOORS AND CEILINGS THAT ARE REMOVED

FOR NEW CONSTRUCTION OF MECHANICAL AND ELECTRICAL

COMPONENTS SHALL BE REPLACED OR PATCHED TO MATCH

EXISTING CONSTRUCTION

7. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFE OFFSITE

REMOVAL AND DISPOSAL OF ALL DEMOLISHED MATERIALS.

8. PRIOR TO BEGINNING DEMOLITION WORK, TRACE AND IDENTIFY

EXISTING UNDERGROUND UTILITIES WITHIN AND PASSING BELOW

THE AREA OF WORK.

9. MAINTAIN CODE COMPLIANT EXITING DURING DEMOLITION. PROVIDE

TEMPORARY SIGNAGE. MAINTAIN EMERGENCY LIGHTING AND FIRE

ALARM AND SUPPRESSION SYSTEMS

10. PROVIDE CONSTRUCTION BARRIERS TO ALLOW FOR ACCESS,

EGRESS AND CONTAIN CONSTRUCTION DUST AND DEBRIS.

11. AT PRE-CONSTRUCTION CONFERENCE FOR WATERPROOFING:

CONTRACTOR AND MANUFACTURER’S REPRESENTATIVE TO EXAMINE

EXISTING CONDITIONS, CONFIRM CONFORMANCE WITH AS-BUILT

DRAWINGS, BRING DISCREPANCIES TO ATTENTION OF RESIDENT

ENGINEER, AND VERIFY COMPATIBILITY OF NEW WATERPROOFING

SYSTEM WITH EXISTING TO MAINTAIN INTEGRITY OF THE

WATERPROOFING SYSTEM AND APPLICABLE WARRANTY

12. CONTRACTOR SHALL SEAL THE MECHANICAL DIFFUSERS SERVING

THE AREA OF WORK IN THE (E) LOBBY DURING DEMOLITION AND NEW

CONSTRUCTION, IN ORDER TO COMPLETELY STOP THE MOVEMENT

OF SYSTEM AIR. CONTRACTOR TO REQUEST INFORMATION ABOUT (E)

BUILDING MECHANICAL SYSTEMS FROM THE RESIDENT ENGINEER

AND USE THIS INFORMATION FOR PROPER BLOCKAGE OF THE

AFFECTED DIFFUSERS WITHOUT NEGATIVELY IMPACTING THE

OPERATION OF THE ENTIRE MECHANICAL SYSTEM. DIFFUSERS

SHALL BE PROPERLY SEALED TO PREVENT DUST CREATED FROM

CONSTRUCTION ACTIVITIES ENTERING INTO THE BUILDING

MECHANICAL SYSTEM. PROVIDE TEMPORARY VENTILATION SYSTEM

SUFFICIENT TO EXHAUST THE DEBRIS AND DUST CREATED BY

CONSTRUCTION ACTIVITIES FROM THE AREA OF THE WORK TO THE

OUTSIDE. RESTORE (E) VENTILATION SYSTEM UPON COMPLETION OF

ALL CONSTRUCTION ACTIVITIES.

LEVEL 1

0"

LEVEL 2

14' - 0"

ROOF

28' - 0"

123 1.151

AD1.1.1

1.06

1.04

1.38 1.38

1.07

1.07

1.07

1.72.2

VERIFY (E) FLR LEVEL

VERIFY (E) FLR LEVEL

VERIFY (E) LEVEL

1.59

1.59

1.60

1.2

ROOF

28' - 0"

1.7

TEMPORARY CONSTRUCTION BARRIER- 6"

METAL STUDS, 16 GA, 16" O.C. W/ 5/8" GYP. BD.

PAINTED. PROVIDE COMPENSATION TRACK AS

REQUIRED

(E) METAL STUD FRAMED CEILING

SOFFIT SYSTEM TYPE A TO REMAIN

PROTECT (E) CEILING FINISH. RESTORE TO (E)

CONDITION WHEN REMOVING BARRICADE

PROTECT (E) ELECTRICAL FIXTURES DURING

DEMO AND NEW CONSTRUCTION

(E) SUSPENDED CEILING

SYSTEM TYPE B TO REMAIN

TEMPORARY CONSTRUCTION BARRIER-

6" METAL STUDS, 16 GA, 16" O.C. W/ 3/4"

PLYWOOD

(E) METAL STUD FRAMED

CEILING SOFFIT SYSTEM

TYPE A TO REMAIN

PROTECT (E) CEILING FINISH. RESTORE

TO (E) CONDITION WHEN REMOVING

BARRICADE

EXISTING ALUMINUM AND GLASS

CURTAINWALL SYSTEM TO REMAIN

TEMPORARY CONSTRUCTION

BARRIER- 6" METAL STUDS, 16 GA,

16" O.C. W/ 5/8" GYP. BD. PAINTED.

(E) SUSPENDED CEILING

SYSTEM TYPE C TO REMAIN

3/4" PLYWD TO PROTECT (E)

CEILING FINISH. PATCH AND

PAINT TO RESTORE TO (E)

CONDITION WHEN REMOVING

BARRICADE

(E) METAL STUD AND GYP BD

SOFFIT SYSTEM TYPE A TO

REMAIN

(E) SUSPENDED CEILING

SYSTEM TYPE B

SCREW FASTEN TEMP METAL

STUD FRAMING INTO (E)

SOFFIT FRAMING

30°

3801 Miranda Ave., Palo Alto CA

CENTERS FOR AMBULATORY CARE,

POLYTRAUMA AND BLIND REHABILITATION

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

Seals and Signatures on e e igh th inc h = on e f oo t

B

A

C

D

E

F thr ee in ch es on e f oo t

6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6" 6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

301 BATTERY STREET, 7TH FLOOR

SAN FRANCISCO, CA 94111

T 415.227.0100 F 415.908.0862 www.smithgroup.com

The Design Partnership LLP Architects + Planners

1412 VAN NESS AVE., 2ND FLOOR

SAN FRANCISCO, CA 94109

T 415.777.3737 F 415.777.3476 www.dpsf.com

SHEET NOTES

KEYNOTES

Associate Architect:

Department of Veterans Affairs

PR

IN

TE

D

ON

:8

/7 /2

2:

:2

PM DEMOLITION WALL SECTIONS AND

DETAILS

AD1.1.2

DO RM10 MAY 2013

640-424

Recreation Services

SCALE: 1 1/2" = 1'-0"42 DEMOLITION AT (E) FOOTING

SCALE: 1 1/2" = 1'-0"54 DEMOLITION AT (E) SLAB ON GRADE

SCALE: 1 1/2" = 1'-0"38 DEMOLITION AT (E) PARAPET

1.04 DEMOLISH (E) CURTAIN WALL

1.06 DEMOLISH (E) CLADDING PANELS

1.07 REMOVE (E) CLADDING PANELS SHADED AND RESERVE FOR