Attachment 06a - Drawings 100CD-Architect.pdf

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

FMS

Project and

Section

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD(100%CD-ISSUE FOR BID) SUBMITTAL - 04/22/2024

672-22-810VA PROVIDE HIGH LEVEL

DISINFECTION FOR SPS

10 CALLE CASIA - ADM. BLDG. SUITE

4M456 SAN JUAN, PR 00921-3201

/2

/2

:5

:3

A

M

COVER SHEET

GI-001

04/22/2024 RSM PJG

CD(100%CD-ISSUE FOR BID)

SAN JUAN, PUERTO RICO

CONTRACT NO. 36C24822C0087

DESIGN SERVICES PROJECT: 672-22-810

PROJECT LOCATION: VA CARIBBEAN HEALTHCARE SYSTEM

10 CALLE CASIA - ADM. BLDG. SUITE 4M456

SAN JUAN, PR 00921-3201

ISSUING OFFICE:

DEPARTMENT OF VETERANS AFFAIRS

NETWORK CONTRACTING OFFICE 8 (NC08)

CONSTRUCTION TEAM 2

ANA G. ALVARADO, NCO 8 CONTRACTING OFFICER

VA PROVIDE HIGH LEVEL DISINFECTION ROOM FOR

SPS AT SAN JUAN CAMPUS

NO. DESCRIPTION DATE

Drawing No. Title

GENERAL

GI-001 COVER SHEET

GI-002 SHEET INDEX, GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

LS-001 LIFE SAFETY PLAN

LS-002 PROPOSED DEBRIS REMOVAL

ARCHITECTURAL

AE-101A DEMO PLAN

AE-101B PROPOSED FLOOR PLAN

AE-122A REFLECTED CEILING PLAN

AE-405 INTERIOR ELEVATIONS AND DETAILS

AE-600 PARTITION TYPES, DOOR SCHEDULE AND DETAILS

PLUMBING

PL-001 PLUMBING COVER SHEET

PL-101 FIRE PROTECTION PLANS

PL-201 PLUMBING PLANS

PL-501 PLUMBING DETAILS AND SCHEDULES

MECHANICAL

MH-001 MECHANICAL COVER SHEET

MD-101 MECHANICAL DEMOLITION PLAN

MD-102 MECHANICAL PHASING PLAN

MH-101 MECHANICAL FLOOR PLAN

MH-401 MECHANICAL SCHEDULES

MH-501 MECHANICAL DETAILS

ELECTRICAL

E-001 ELECTRICAL COVER SHEET

EP-101 ELECTRICAL FLOOR PLANS

E-501 ELECTRICAL DETAILS

E-601 PANEL SCHEDULE

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

FMS

Project and

Section

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD(100%CD-ISSUE FOR BID) SUBMITTAL - 04/22/2024

672-22-810VA PROVIDE HIGH LEVEL

DISINFECTION FOR SPS

10 CALLE CASIA - ADM. BLDG. SUITE

4M456 SAN JUAN, PR 00921-3201

/2

/2

:5

:3

A

M

SHEET INDEX, GENERAL NOTES,

SYMBOLS AND ABBREVIATIONS

GI-002

04/22/2024 RSM PJG

CD(100%CD-ISSUE FOR BID)

A

A/C AIR CONDITIONING

AB ANCHOR BOLT / AIR BLENDER

ABS ACRYLONITRILE-BUTADIENE-STYRENE

AC ALTERNATING CURRENT / AIR COMPRESSOR

ACP ASBESTOS CEMENT PIPE

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT / ADJUSTABLE

ADR ACCESS DOOR

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

APT APARTMENT

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ATB AIR TERMINAL BOX

ATC ACOUSTICAL TILE CEILING

ATD AIR TRANSFER DUCT

ATU AIR TERMINAL UNIT

AUX AUXILIARY

AVG AVERAGE

AWT ACOUSTICAL WALL TREATMENT

AZ AZIMUTH

B

BB BALLED AND BURLAPPED

BD BOARD

BDD BACK DRAFT DAMPER

BE BOTTOM ELEVATION

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BR BARE ROOT

BRG BEARING

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C

C/C CENTER TO CENTER

CAB CABINET

CB CIRCUIT BREAKER / CATCH BASIN

CC COOLING UNIT

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH CHILLER

CI CURB INLET / CAST IRON

CIP CAST IRON PIPE

CJ CONTROL JOINT OR CONTRACTION JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CM CENTIMETER

CMH CUBIC METER PER HOUR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT / CARBON MONOXIDE

CO2 CARBON DIOXIDE

COL COLUMN

COMB COMBINATION / COMBINE

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS / CONTINUATION

CONTR CONTRACTOR

CORR CORRIDOR

CP CEMENT PIPE

ABBREVIATIONS GENERAL NOTES ARCHITECTURAL

A. PARTITION AND WALLS

1 DIMENSIONS ARE TO FINISH FACE OF PARTITIONS, FACE OF EXISTING

FINISH OR CENTER LINE OF COLUMNS UNLESS SHOWN OR NOTED

OTHERWISE. ALL EXISTING DIMENSIONS ARE BASED ON EXISTING

DRAWINGS BUT MUST BE VERIFIED IN FIELD.

2 ALL PARTITIONS SHALL EXTEND FROM FLOOR TO UNDER SIDE OF DECK

ABOVE EXCEPT WHERE NOTED OR SHOWN OTHERWISE.

3 EXTEND ALL SOUND RATED PARTITIONS TO THE UNDER SIDE OF DECK

ABOVE TO PREVENT SOUND TRANSMISSION. FURNISH 4-1/4 POUNDS

DENSITY GLASS FIBER INSULATION SHAPED TO FIT THE VOID ABOVE THE

PARTITION WHERE AIR-BORNE SOUND CAN PENETRATE SPACES.

4 FOR LOCATIONS OF FIRE-RATED PARTITIONS SEE LS-101 AND LS-102

5 CONTROL JOINTS SHALL BE PROVIDED ABOVE DOORS AT EACH SIDE IN

STUD AND GWB PARTITIONS.

6 EXPANSION JOINTS AT ALL FLOORS, CEILINGS AND WALLS THAT ARE

EXPOSED TO VIEW SHALL BE COVERED WITH EXPANSION JOINT COVERS

APPROPRIATE FOR FINISHED SURFACES.

7 ALL COLUMNS WITHIN FINISHED SPACES SHALL BE FINISHED WITH SAME

MATERIALS SCHEDULED AT WALLS UNLESS OTHERWISE SHOWN OR

DETAILED.

8 PROVIDE ALL WALL AND FLOOR OPENINGS FOR MECHANICAL AND

ELECTRICAL ITEMS. ALL OPENINGS MORE THAN 16 INCHES WIDE IN

MASONRY PARTITIONS SHALL HAVE LINTELS AS SCHEDULED ON THE

STRUCTURAL DRAWINGS.

9 PROVIDE CORNER GUARDS AT ALL OUTSIDE CORNERS.

10 PROVIDE MOLD-RESISTANT GWB AT BUILD-OUT, TYPICAL.

11 FOR WALL PARTITION TYPES, SEE SHEET AE-600..

B. DOORS AND FRAMES

1 PROVIDE LABELS ON DOORS AND FRAMES WHERE SCHEDULED.

2 INSTALL CONTINUOUS CAULKING AROUND METAL FRAMES UNLESS NOTED

OTHERWISE.

3 HOLLOW METAL FRAMES SHALL BE ANCHORED TO THE STRUCTURAL

FLOOR WITH A MINIMUM OF TWO (2) ANCHOR BOLTS.

4 HOLLOW METAL FRAMES IN STUD PARTITIONS SHALL BE FILLED WITH

GROUT TO THE DEPTH OF THE FRAME ANCHOR FULL HEIGHT FOR SOUND

DAMPENING BEFORE SETTING IN PLACE.

5 INSTALL CASING BEADS AND CAULK WHERE GWB ABUTS METAL FRAMES.

6 DOOR TYPES AND SIZES ARE SHOWN ON SHEET AE-600.

C. MISCELLANEOUS

1 SEE PHYSICIST'S REPORT FOR SHIELDING REQUIREMENTS INCLUDING

LOCATIONS AND MINIMUM LEAD THICKNESS FOR SURFACES.

CPT CARPET

CR CRASH RAIL

CS CONCRETE SEALER

CSF CUBIC FEET PER SECOND

CT CERAMIC TILE / COOLING TOWER

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CTW CERAMIC TILE WALL

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CUYD CUBIC YARD

CW COLD WATER

D

D DRAIN / DIFFUSER

DA DENTAL AIR

DBL DOUBLE

DEPR DEPRESSED

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DK DECK

DL DEAD LOAD

DN DOWN

DO DITTO

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DV DENTAL VACUUM

DWG DRAWING

DWL DOWEL

DWP DOMESTIC WATER PUMP

E

EA EACH / EXHAUST AIR

ECT ENTRY CARPET TILE

EF EACH FACE / EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMBED EMBEDMENT

EMD ESTIMATED MAXIMUM DEMAND

EMT ELECTRICAL METAL TUBING

ENG ENTRANCE GRATING

EP EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ET EXPANSION TANK / EPOXY TERRAZZO

ETB EPOXY TERRAZZO INTEGRAL COVE BASE

EVAC MEDICAL GAS EVACUATION

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EWH ELECTRICAL WATER HEATER

EXH EXHAUST

EXP EXPOSED

EXPN EXPANSION

EXST EXISTING

EXT EXTERIOR

F

F FIRE MAIN

FA FIRE ALARM

FCU FAN COIL UNIT

FD FLOOR DRAIN / FIRE DAMPER

FD / SD COMBINATION FIRE AND SMOKE DAMPER

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FL FLOOR

FM FORCE MAIN / FACTORY MUTUAL

FP FIREPROOFING / FIRE PUMP

FPM FEET PER MINUTE

FR FIRE RATED

FRP FIBERGLASS REINFORCED PLASTIC

FS FLOW SWITCH

FT FEET

FTG FOOTING

FVC FIRE VALVE CABINET

G

G GAS / GRILLE

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GBD GRAVITY BACKDRAFT DAMPER

GEN GENERATOR

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLASS

GLB GLASS BLOCK

GLP GLASS PANEL

GLT GLASS TILE

GP GLAZED PAINT

GPM GALLONS PER MINUTE

GR GRADE

GRV GRAVITY ROOF VENTILATOR

GT GROUT

GWB GYPSUM WALLBOARD

GYP GYPSUM

H

HB HOSE BIBB

HC HEATING COIL

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HK1E HOOK ONE END

HK2E HOOK TWO ENDS

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HW HOT WATER

HWC HOT WATER CIRCULATING

HZ HERTZ

I

IA INSTRUMENT AIR

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN INCH

INSUL INSULATION

INT INTERIOR

J

JAN JANITOR

JB JUNCTION BOX

JP JOCKEY PUMP

JST JOIST

JT JOINT

K

KC MIL THOUSAND CIRCULAR MILS

KCJ KEYED CONSTRUCTION JOINT

KIT KITCHEN

KPA KILOPASCALS

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATTS

L

L LITER

LA LABORATORY AIR

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LIN LINEAR

LINO LINOLEUM

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMU LIGHTWEIGHT MASONRY UNITS

LONG LONGITUDINAL

LPM LITERS PER MINUTE

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LV LABORATORY VACUUM

LVL LEVEL

LVT LUXURY VINYL TILE

M

M METER

M2 SQUARE METER

M3 CUBIC METER

MA MEDICAL AIR

MAINT MAINTENANCE

MAR MARBLE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MB METAL BASE

MBH 1000 BTUH

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MG MOTOR GENERATOR / MEDICAL GAS

MH MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MM MILLIMETER

MO MASONRY OPENING

MP METAL PANEL

MT METAL TRANSITION

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MV MEDICAL VACUUM

N

N NITROGEN

N2O NITROUS OXIDE

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

O/S OFFSET

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OX OXYGEN

OZ OUNCE

P

P PAINT / PUMP / PENDANT

PA PASCAL

PART PARTITION

PAVT PAVEMENT

PC POINT OF CURVATURE / PRIVACY CURTAIN

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERP PERPENDICULAR

PHC PREHEAT COIL

PHVAC PLUMBING, HEATING, VENTILATING AND AIR

CONDITIONING

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PKG PARKING

PL PLASTIC LAMINATE / PROPERTY LINE / PLATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

POL CONC POLISHED CONCRETE

PR PAIR

PRF POURED RESINOUS FLOORING

PROJ PROJECTION

PRV PRESSURE REGULATING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTB PORCELAIN TILE BASE

PTF PORCELAIN TILE FLOOR

PTVC POINT OF VERTICAL CURVATURE

PTW PORCELAIN TILE WALL

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

Q

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QZP QUARTZ POLYMER

R

R RADIUS / REGISTER

RA RETURN AIR

RAF RAISED ACCESS FLOORING

RB RESILIENT BASE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REG REGISTER

REINF REINFORCED

REQD REQUIRED

REV REVERSE / REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RH ROOF HOOD / RELATIVE HUMIDITY / REHEAT

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RS RESILIENT SHEET

RT RESILIENT TILE

S

S STAIR / STAIN / SURFACE / SANITARY

SA SUPPLY AIR / SOUND ATTENUATOR

SAN SANITARY

SCH SCHEDULE

SD SMOKE DAMPER / SUB DRAIN / STORM SEWER

SECT SECTION

SF SUPPLY FAN

SHT SHEET

SIM SIMILAR

SOG SLAB-ON-GRADE

SP SUMP PUMP

SPEC SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK / SANITARY SEWER

SSM SOLID SURFACE MATERIAL

SSO STORM SEWER OVERFLOW

SST STAIR TREAD

SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STE STANDARD TAPERED END

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWGR SWITCHGEAR

SYM SYMMETRICAL

T

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CURB

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TERR TERRAZZO

TLT TOILET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TRANS TRANSVERSE

TS TRANSITION STRIP

TYP TYPICAL

U

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UR URINAL

UV UNIT VENTILATOR

V

V VOLT

VAV VARIABLE AIR VOLUME

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W

W WATT / WATER

W/ WITH

W/O WITHOUT

WAGD WASTE ANESTHESIA GAS DISPOSAL

WC WATER CLOSET / WALL COVERING

WD WOOD

WDB WOOD BASE

WDF WOOD FLOOR

WDP WOOD PANEL

WDW WINDOW

WDWF WINDOW FILM

WGD WALL GUARD

WH WATER HEATER / WALL HYDRANT

WP WEATHERPROOF

WPFG WATERPROOFING

WS WATER STOP

WT WEIGHT / WINDOW TREATMENT

WWF WELDED WIRE FABRIC

X

XFMR TRANSFORMER

Y

YD YARD

YH YARD HYDRANT

SHEET INDEX

CODE SUMMARY

APPLICABLE CODES

INTERNATIONAL BUILDING CODE 2021 (6TH EDITION)

INTERNATIONAL BUILDING CODE 2021, EXISTING BUILDING EDITION (6TH EDITION)

INTERNATIONAL BUILDING CODE 2021, ACCESSIBILITY (6TH EDITION)

NFPA 101 LIFE SAFETY CODE 2020 EDITION

VA FIRE PROTECTION DESIGN MANUAL, SIXTH EDITION, SEPTEMBER 2011

ASHRAE 90.1, 1999

UNIFORM FEDERAL ACCESSIBILITY STANDARDS, LATEST EDITION

* WHERE CONFLICTS EXIST BETWEEN CODES, THE CODE SPECIFIED IN THE VA FIRE PROTECTION DESIGN GUIDE SHALL BE FOLLOWED. FIRE PROTECTION FEATURES NOT ADDRESSED IN THE NATIONAL FIRE CODES SHALL BE DESIGNED TO COMPLY WITH THE 2021 IBC OR AS OTHERWISE ADDRESSED IN THE DESIGN GUIDE.CODE REFERENCES LISTED IN THE NARRATIVE ARE BASED ON THE 2020 LIFE SAFETY CODE, UNLESS NOTED OTHERWISE. CHAPTERS 43, 18, AND 19 APPLY FOR ALL EXISTING BUILDING AREAS UNDERGOING RENOVATION. WHERE AREAS ARE COMPLETELY RECONSTRUCTED, THE RECONSTRUCTION IS IN ACCORDANCE

WITH CHAPTER 18.

PROJECT DATA

1. OCCUPANCY CLASSIFICATION (2021 IBC - BUILDING, SIXTH EDITION, 308.4)(NFPA 101 LIFE SAFETY CODE 2020 EDITION, 18.3.3.3)

INSTITUTIONAL GROUP I-2

2. TYPES OF CONSTRUCTION (2021 IBC - BUILDING, SIXTH EDITION, 602.2)NFPA 101 LIFE SAFETY CODE 2020 EDITION,18.3.3.3)

TYPE IB, FULLY SPRINKLERED

3. PROJECT AREA:

SCOPE OF WORK: 378 GSF

4. OVER ALL LIFE SAFETY CALCULATIONS:

5. FIRE PROTECTION SYSTEMS:

EXISTING FIRE ALARM SYSTEM

EXISTING FIRE SPRINKLERED SYSTEM.

FIRE EXTINGUISHERS: PROVIDED AT 75'-0" MAX. PATH OF TRAVEL FROM ANY POINT IN

THE SPACE.

6. INTERIOR FINISH CLASSIFICATION:

INTERIOR WALL AND CEILING FINISH REQUIREMENT FOR SPRINKLERED GROUP I-2

OCCUPANCY. IN ACCORDANCE WITH NFPA 101 SECTION 18.3.3.2 AND SECTION 18.3.3.3

1. EXIT ENCLOSURES AND EXIT PASSAGEWAYS: CLASS B

2. CORRIDORS: CLASS B

3. ROOMS AND ENCLOSED SPACES: CLASS B

COMPARTMENT OCCUPANCY

GROSS AREA ÷ LOAD FACTOR = LOAD

B-4

14,295 SF

(378 SF)

SYMB

GROSS AREA

(SCOPE OF WORK)

USE

NON

SLEEPING

USE

AREA

378 SF

LOAD

FACTOR LOAD

150 2.52 ~ 3

TOTAL

IBC 1005.3

EXISTING UNCHANGED

0.3 N/A N/A

CAPACITY FACTOR

DOOR 0.2

STAIR 0.3

REQUIRED

(IN INCHES)

PROVIDED

(IN INCHES)

GENERAL NOTES:

1. MAXIMUM ALLOWABLE SQUARE FOOTAGE OF A SMOKE COMPARTMENT IS 22,500 SQUARE FEET, PER MOST STRINGENT CODE REQUIREMENT OF NFPA 101

SECTION 19.3.7.1(1) AND IBC SECTION 407.5 FOR HOSPITALS.

2. OCCUPANT LOAD FACTOR IS DETERMINED PER MOST STRINGENT CODE REQUIREMENT OF NFPA 101 TABLE 7.3.1.2 AND IBC TABLE 1004.1.2

3. OCCUPANT LOAD IS DETERMINED PER MOST STRINGENT CODE REQUIREMENT OF NFPA 101 SECTION 19.1.7 AND IBC SECTION 1004.1.

4. EGRESS CAPACITY FACTOR IS DETERMINED PER MOST STRINGENT CODE REQUIREMENT OF NFPA 101 TABLE 7.3.3.1 AND IBC 1005.1.

5. MINIMUM CLEAR EXIT EGRESS FOR DOOR REQUIRED IS 32 INCHES, PER MOST STRINGENT CODE REQUIREMENT OF NFPA 101 SECTION 19.2.3.6 AND IBC SECTION

1010.1.1. MEANS OF EGRESS DOORS IN A GROUP I-2 OCCUPANCY USED FOR THE MOVEMENT OF BEDS SHALL PROVIDE A CLEAR WIDTH NOT LESS THAN 41 1/2" AS PER IBC SECTION 1010.1.1. IT CONFORMS BECAUSE THE MINIMUM CLEAR EXIT TO PUBLICWAY IS 72".

6. MAXIMUM TRAVEL DISTANCE FROM "THE MOST REMOTE POINT IN A ROOM" TO "AN EXIT" IS 200 FEET IN A SPRINKLERED BUILDING, PER MOST STRINGENT CODE REQUIREMENT OF NFPA 101 SECTION 19.2.6.2.2, AND IBC TABLE 1017.2, OCCUPANCY TYPE I-2. (ALLOWANCE IS ACCEPTABLE, COMPARTMENT IS FULLY

SPRINKLERED)

7. MAXIMUM TRAVEL DISTANCE FROM "ANY ROOM DOOR REQUIRED AS AN EXIT ACCESS" TO "AN EXIT" IS 150 FEET, PER MOST STRINGENT CODE REQUIREMENT OF NFPA 101 SECTION 19.2.6.2.1. (ALLOWANCE IS ACCEPTABLE, COMPARTMENT IS FULLY SPRINKLERED)

8. MAXIMUM TRAVEL DISTANCE FROM "THE MOST REMOTE POINT IN A ROOM" TO "A DOOR INTO AN ADJACENT SMOKE COMPARTMENT" IS 200 FEET, PER MOST STRINGENT CODE REQUIREMENT OF NFPA 101 SECTION 18.3.7.1(4) AND IBC SECTION 407.5 FOR HOSPITALS.

9. EXIT PASSAGEWAYS SERVING AS AN EXIT COMPONENT IN A MEANS OF EGRESS SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 101 SECTION 7.2.6 AND IBC SECTION 1024. (EXIT PASSAGEWAYS ARE INDICATED BY EGRESS PATHWAY TAPE (LINE TYPE).)

10. WALLS AROUND SHAFT ENCLOSURES SHALL BE 2HR RATED PER IBC SECTION 713.4.

11. ALL CORRIDOR WALLS BETWEEN SUITE COMPARTMENTS SHALL GO TO UNDERSIDE OF STRUCTURE ABOVE.

12. REFER TO FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR ALL LOCATIONS OF SPRINKLER HEADS, STROBES, FIRE ALARM PULL STATIONS, FIRE ALARM

CHIMES, SMOKE DETECTORS, ETC..

LIFE SAFETY KEY

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

SMOKE DETECTOR

2-HR FIRE RATED

CONSTRUCTION

2-HR FIRE/SMOKE BARRIER

EXIT SIGN

SCOPE OF WORK

FEC

1A

SMOKE COMPARTMENT

DESIGNATION

TRAVEL DISTANCE TO EXIT

SUITE AREA

72"

B-4

SMOKE COMPARTMENTS

EXISTING SF 21,133

EXIT CAPACITY

D

FIRE EXTINGUISHER HOSE CABINETFEHC

FIRE ALARM DEVICEF

FE

COMMON PATH OF TRAVEL TO

ADJACENT SMOKE

COMPARTMENT

COMMON PATH OF TRAVEL

0.2 44" 72"

1-HR FIRE RATED

CONSTRUCTION

1-HR FIRE/SMOKE BARRIER

EXIT ACCESS CORRIDOR WITH

SMOKE TIGHT WALLS

*SMOKE COMPARTMENT DESIGNATIONS WERE

PROVIDED BY VAMC SAN JUAN BASED ON THE

7/18/2013 BUILDING SAFETY INFORMATION PLANS.

THESE PLANS DEPICT EXISTING SMOKE

COMPARTMENTS AND EXITS. THE STRATEGY IN

AREAS OF RENOVATION IS TO MAINTAIN EXISTING

SMOKE COMPARTMENT BOUNDARIES WHEREVER

POSSIBLE.

THE RENOVATIONS WILL MAKE USE OF EXISTING

FIRE AND SMOKE BARRIERS AS INDICATED ON THE

PLANS.

*THE RENOVATION WILL MAINTAIN THE CURRENT

FACILITY EMERGENCY EVACUATION AND

RESPONSE PLAN SHALL BE MADE AVAILABLE BY

THE FACILITIES ENGINEERING DEPARTMENT.

IT IS THE PRIMARY SCOPE AND OBJECTIVE OF THIS PROJECT TO PROVIDE A HIGH-LEVEL

DISINFECTION (HLD) SCOPE ROOM. THIS HLD IS AN INTERIM MEASURE, TO BRING THE EXISTING

SPS DEPT IN COMPLIANCE WITH CURRENT VA TIL STANDARDS, THE CURRENT SCOPES

STERILIZATION PROCESS PRESENTS A HIGH PROBABILITY OF CROSS CONTAMINATION BECAUSE

THE AERS ARE IN THE GENERAL DECONTAMINATION ROOM, THEREFORE THE SCOPES ARE

POTENTIALLY EXPOSED CROSS CONTAMINATION PRIOR TO PUTTING THEM INTO THE SEPARATE

SCOPES CABINET STORAGE ROOM. THE VA HAS REQUESTED A SEPARATE SCOPE PROCESSING

AND STERILE STORAGE ROOM INDEPENDENT OF THE SPS DECONTAMINATION SPACES, THESE

SPACES WILL BE DESIGNED TO BRING THE CURRENT SPS IN COMPLIANCE WITH THE VA TIL.

FIRE RATING FOR SPECIFIC ELEMENTS

1. ROOF CONSTRUCTION = 2 HOURS

2. PRIMARY STRUCTURAL FRAME = 2 HOURS - PROTECTED

STEEL/ SELF PROTECTING CONCRETE

3. BEARING WALLS, INTERIOR AND EXTERIOR = 3 HOURS

4. FLOOR CONSTRUCTION = 2 HOURS

SCOPE OF WORK

T R

A V

E L P

A T

H

TRAVEL PATH - 106' - 0"

COMMON PATH OF EGRESS - 95' -6"

C O

M M

O N

P A

T H

O F

E G

R E

S S

B-4

B-4 B-3

B-5

B-6

B-1

B-1

B-2

10,023 SF

11,932 SF

14,925 SF21,133 SF

18,242 SF

27,524 SF

72"

72"

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

FMS

Project and

Section

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD(100%CD-ISSUE FOR BID) SUBMITTAL - 04/22/2024

672-22-810VA PROVIDE HIGH LEVEL

DISINFECTION FOR SPS

10 CALLE CASIA - ADM. BLDG. SUITE

4M456 SAN JUAN, PR 00921-3201

/2

/2

:5

:3

A

M

LIFE SAFETY PLAN

LS-001

04/22/2024 RSM PJG

CD(100%CD-ISSUE FOR BID)

1" = 20'-0"1 Life Safety Plan

1. ALL AREAS OF CONSTRUCTION SHALL MAINTAIN NEGATIVE AIR

PRESSURE RELATIVE TO ADJACENT SPACES FOR THE DURATION OF

CONSTRUCTION ACTIVITIES. REFER TO THE MECHANICAL DRAWINGS

FOR ADDITIONAL INFORMATION.

2. IF CONTRACTOR SHOULD NEED TO ACCESS MECHANICAL, ELECTRICAL,

PLUMBING, ETC., FROM ANY FLOOR ABOVE OR BELOW, THE

CONTRACTOR MUST TAKE ACTION TO RESTORE ALL INFRASTRUCTURE

AND FINISH TO ORIGINAL PRE-CONSTRUCTION CONDITION.

3. CONTRACTOR SHALL COORDINATE ANY AND ALL SHUTDOWNS WITH THE

OWNER AS PER THE OWNER PROVIDED PRE-CONSTRUCTION RISK

ASSESSMENT REPORTS.

4. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS WITH OWNER AS

PER THE OWNER PROVIDED PRE-CONSTRUCTION RISK ASSESSMENT

REPORTS. IF THERE ARE ANY CONFLICTS, CONTRACTOR SHALL

CONTACT THE OWNER/ARCHITECT IMMEDIATELY AS TO NOT HOLD UP

PROJECT COMPLETION.

5. CONTRACTOR SHALL AT ALL TIMES MAINTAIN CLEAR AND

UNOBSTRUCTED ACCESS TO CORRIDORS AND STAIRS FOR EMERGENCY

EGRESS.

6. CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BIDDING AND

CONSTRUCTION TO FAMILIARIZE THEMSELVES WITH EXISTING

CONDITIONS AND SCOPE OF WORK REQUIRED.

7. ALL WATER LINES IMPACTED BY DEMOLITION SHALL BE CAPPED WHEN

NOT IN USE. WATER LINES SHALL BE FLUSHED AFTER FINAL

INSTALLATION, REFER TO SPECIFICATIONS FOR FLUSHING

REQUIREMENTS.

GENERAL NOTES

CONSTRUCTION BARRIER PLAN NOTES

CONTRACTOR ROUTE TO CONSTRUCTION AREA

TEMPORARY CONSTRUCTION BARRIER CONSISTING OF

METAL STUD FRAMING WITH 5/8" TYPE 'X' GWB ON ONE

SIDE. TAPED WITH CAULKED SEAMS CREATING A TIGHT

SEAL ON ALL SIDES

TEMPORARY CONSTRUCTION ANTE ROOM AS

MANUFACTURED BY KONTROL KUBE OR MINTIE AND

COMPLYING WITH NFPA 701

PROJECT SCOPE

LEGEND

NEGATIVE PRESSURE DIFFERENTIAL COMPARED TO

SURROUNDING ROOMS.

POSITIVE PRESSURE DIFFERENTIAL COMPARED TO

SCANNING ROOM AND CONTROL ROOM.

1. THE CONTRACTOR IS TO UTILIZE THE PATH OF TRAVEL INDICATED ON

THESE PLANS FOR ACCESSING THE AREAS TO BE RENOVATED. NO

OTHER AREA WITHIN THE HOSPITAL IS TO BE ENTERED OR USED BY THE

CONTRACTOR WITHOUT THE WRITTEN PERMISSION OF THE HOSPITAL’S

AUTHORIZED REPRESENTATIVE.

2. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION ACCESS POINT AS

WELL AS THE PROPOSED HOURS OF OPERATION AND CONSTRUCTION

STAGING AREAS PRIOR TO THE START OF CONSTRUCTION FOR THE

REVIEW AND APPROVAL OF MOUNT SINAI MEDICAL CENTER.

3. THE CONTRACTOR IS TO COMPLY WITH THE INFECTION CONTROL

REQUIREMENTS AS DEFINED IN THESE DOCUMENTS AND AS PROVIDED

IN THE INSTRUCTIONS TO BIDDERS.

4. INSTALL TEMPORARY UPRIGHT SPRINKLERS PRIOR TO CEILING

REMOVAL TO ALLOW FOR CONTINUED SPRINKLER PROTECTION WITHIN

THE CONSTRUCTION AREA.

5. DOCUMENT THAT THE FIRE PROTECTION DURING CONSTRUCTION MUST

COMPLY WITH VA MASTER CONSTRUCTION SPECIFICATIONS. (NOTE:

SPECIFICATION SECTION 01 35 26, SAFETY REQUIREMENTS, ADDRESSES

NFPA 241, JOINT COMMISSION INTERIM LIFE SAFETY MEASURES, HOT

WORK PERMITS, ETC..)(VAFPDM SECTION 1.4)

THIS PROJECT HAS BEEN DETERMINED TO REQUIRE TYPE 'D' CLASS 'IV' HIGHEST RISK

GROUP PRECAUTIONS TO PROTECT THE INHABITANTS OF THE FACILITY DURING THE

CONSTRUCTION PROCESS. THE GENERAL CONTRACTOR, SUBCONTRACTORS AND

STAFF WILL BE REQUIRED TO COMPLY WITH THE HOSPITALS CIRTERIA AND

PROCEDURES FOR INFECTION CONTROL AND CONTAINMENT OF CONTAMINANTS

DURING THE CONSTRUCTION PROCESS. THE CONTRACTOR WILL BE PROVIDED WITH

THESE REQUIREMENTS AS PART OF THE CONTRACT DOCUMENTS AND WILL BE

REQUIRED TO PROVIDE ALL NECESSARY MATERIALS, EQUIPMENT AND LABOR AS PART

OF HIS BID TO INSURE THE REQUIREMENTS ARE ACHIEVED. THE CONTRACTOR WILL BE

REQUIRED TO UTILIZE THE METHOD OF ACCESS AND EGRESS AS INDICATED ON THE

CONSTRUCTION ACCESS PLANS. ALL CONSTRUCTION MATERIALS ARE TO BE

ENCLOSED OR CONTAINED WHILE BEING TRANSPORTED WITHIN THE HOSPITAL. THE

CONTRACTOR WILL BE REQUIRED TO THOROUGHLY CLEAN AND POLICE ALL AREAS

UTILIZED BY THE CONTRACTOR FOR DELIVERIES, STAGING, STORAGE, TRANSPORTING

AND CONSTRUCTION. NO EXTERIOR OR INTERIOR AREAS SHALL BE LEFT WITH

UNSUPERVISED CONSTRUCTION MATERIALS OR DEBRIS. THE CONTRACTOR WILL BE

REQUIRED TO PROTECT AND CLEAN ALL EXTERIOR AND INTERIOR AREAS UTILIZED

FOR THE CONSTRUCTION PROCESS IMMEDIATELY AFTER USE.

INFECTION CONTROL REQUIREMENTS

TEMPORARY CONSTRUCTION WALL

WITH ACROVYN

AE-600

ST

STERILE SCOPE

STORAGE

NEW SCOPE

PROCESS AREA

CONSTRUCTION CORRIDOR

STORAGE AREA

9'-0"

TEMPORARY CONSTRUCTION WALL

WITH ACROVYNSCOPE OF WORK

CONTRACTOR ROUTE PROPOSED

PATHWAY FOR REMOVAL OF DEBRIS

AND CONSTRUCTION ACCESS

PROPOSED STERIL SCOPE PATHWAY FROM

EXISTING AER'S TO STERILE SCOPE

CABINETS DURING CONSTRUCTION

E X

IS

T

IN

G

L O

A D

IN

G

D O

C K

N

TRUE

NORTH

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

FMS

Project and

Section

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD(100%CD-ISSUE FOR BID) SUBMITTAL - 04/22/2024

672-22-810

KEY PLAN NTS

PROJECT LOCATION

VA PROVIDE HIGH LEVEL

DISINFECTION FOR SPS

10 CALLE CASIA - ADM. BLDG. SUITE

4M456 SAN JUAN, PR 00921-3201

/2

/2

:5

:4

A

M

PROPOSED DEBRIS REMOVAL

LS-002

04/22/2024 RSM PJG

CD(100%CD-ISSUE FOR BID)

3/16" = 1'-0"2

ENLARGED PLAN DURING CONSTRUCTION

NOTE: AFTER COMPLETION OF CONSTRUCTION G.C. SHALL DEMOLISH

THE CORRIDOR AND RESTORE AREA TO MATCH EXISTING STERILE STORAGE

NOTE: STAFF SHALL TRANSPORT STERILE SCOPE USING PATHWAY SHOWN IN PLAN,

ALL STERILE SCOPES TO BE TRANSPORTED USING CLEAN SCOPE TRANSPORTATION SYSTEM

NOTE: ALL ACCESS FOR CONSTRUCTION SHALL BE FROM LOADING DOCK AS SHOWN IN PLAN,

ALL CONSTRUCTION DEBRIS SHALL BE REMOVED VIA THE SAME ACCESS PATH USED FOR

CONSTRUCTION ACCESS

G.C. SHALL COORDINATE WITH COR (TYP.)

N T

R U

E N

O R

T H

1" = 20'-0"1 Proposed Debris Plan

REMOVE EXISTING

PASS THROUGHT UNIT

TEMP WALL TO BE INSTALLED BEFORE ANY

WORK IS DONE, USE NEOPRENE GASKETS AT

ALL SEALS, & COORDINATE WITH MECH FOR

NEG PRESSURE DIFERENTIAL

NEW DOOR TO BE

INSTALLED AT EXISTING

FRAMED OPENING

EXISTING

AER

EXISTING

AER

WALL MOUNTED DEVICE

TO REMAIN

WALL MOUNTED DEVICE

TO REMAIN

ACROVYN WALL FINISH

FLOOR TO CEILING (TYP)

ACROVYN FROM FLOOR

TO CEILING

TEMP WALL TO BE INSTALLED BEFORE ANY WORK IS DONE.

USE NEOPRENE GASKETS AT

ALL SEALS, & COORDINATE WITH MECH FOR NEG

PRESSURE DIFERENTIAL.

TEMP GWB & METAL STUD WALL WITH ACROVYN ON

STERILE STORAGE SIDE. SEE LS-002.

EXISITNG DECONTAMINTAION AREA

CONSTRUCTION COORIDOR

SCOPE HLD

PROCESSING AREA

SCOPE STERIL

STORAGE AREA

REAGENT WATER

GENERATION

MECHANICAL

ROOM

C-1D

SPS SOILED AREA

C-1

TEMPORARY

CORRIDOR

102 ENVIRONMENTAL

STOCK ROOM

C-5J

TEMP WALL TO BE INSTALLED BEFORE

ANY WORK IS DONE, USE NEOPRENE

GASKETS AT ALL SEALS, &

COORDINATE WITH MECH FOR

NEG PRESSURE DIFERENTIAL

REVERSE EXISTING DOOR

SWING. G.C. TO

COORDINATE.

G.C. SHALL CUT WALL

FOR CONSTRUCTION

ACCESS

INSTALL FRAMED OPENING PER

DOOR SCHEDULE. AFTER TEMP

WALL IS BUILT AND BEFORE ANY

OTHER CONCTRUCTION

CONTINUES IN AREA

DEMO TEMP WALL ONLY AFTER

COMPLETION OF NEW DIVIDING PARTION

AND INSTALLATION OF NEW AER UNITS PER

PROPOSED FLOOR PLAN

AER

DEMO EXISTING AER UNITS

COORDINATE WITH ELEC AND

MECH FOR PASSTHROUGHS

EXISITNG DECONTAMINATION AREA

CONSTRUCTION COORIDOR

WALL TO BE DEMOLISHED AFTER

CONSTRUCTION IS COMPLETE

SEE LS-002

PROPOSED POST

CONSTRUCTION

PROPOSED POST CONSTRUCTION

SEE AE-101B

AER

NEW DOOR TO BE

INSTALLED AT EXISTING

FRAMED OPENING.

SEE HARDWARE SCHEDULE.

G.C. SHALL PROVIDE 4'-0"

TEMPORARY DOOR FOR

CONSTRUCTION ACCESS.

LOCKSET BY G.C.

TEMPORARY

CORRIDOR

SCOPE STERIL

STORAGE AREA

SCOPE HLD

PROCESSING AREA

REAGENT WATER

GENERATION

MECHANICAL

ROOM

C-1D

ENVIRONMENTAL

STOCK ROOM

C-5J

SPS SOILED AREA

C-1

WALL TO BE DEMOLISHED AFTER

CONSTRUCTION IS COMPLETE

SEE LS-002

+/- 1' -9"6" 3' - 4"

- EXISTING WALL

- NEW WALL

- TEMP WALL

LEGEND

- DEMOLITION

N

TRUE

NORTH

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

FMS

Project and

Section

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD(100%CD-ISSUE FOR BID) SUBMITTAL - 04/22/2024

672-22-810

KEY PLAN NTS

PROJECT LOCATION

VA PROVIDE HIGH LEVEL

DISINFECTION FOR SPS

10 CALLE CASIA - ADM. BLDG. SUITE

4M456 SAN JUAN, PR 00921-3201

/2

/2

:5

:4

A

M

DEMO PLAN

AE-101A

04/22/2024 RSM PJG

CD(100%CD-ISSUE FOR BID)

DEMOLITION NOTES ARCHITECTURAL

1 REFER TO SPECIFICATION SECTION 02 41 00 FOR ITEMS TO BE REMOVED AND

SALVAGED ACCORDING TO INITIAL WALK-THRU WITH USERS.

2 HALF-TONE NOTES AND DIMENSIONS ARE PROVIDED FOR INFORMATION ONLY

3 DASHED BOLD LINES INDICATE EXTENT OF DEMOLITION INCLUDING BUT NOT

LIMITED TO THE FOLLOWING:

A. INTERIOR PARTITIONS (REMOVE TO STRUCTURE)

B. CEILING - INCLUDING CURTAIN TRACKS, I.V. TRACKS, SUSPENSION SYSTEMS,

APC SYSTEM, MISC. STEEL SUPPORTS FOR SUSPENSION EQUIPMENT, SUSPENDED

EQUIPMENT, LIGHT FIXTURES (SEE ELECTRICAL), DIFFUSERS AND GRILLES (SEE

MECHANICAL)

C. FLOOR FINISHES TO CONCRETE, INCLUDING, CARPET, VCT, SHEET VINYL,

CERAMIC TILE, ETC

D. DOORS, DOOR FRAMES, HARDWARE, INTERIOR WINDOW FRAMES AND GLAZING

E. FIRE EXTINGUISHERS

F. EQUIPMENT ITEMS (SEE MECHANICAL AND ELECTRICAL)

G. CABINETWORK, SINKS, COUNTERS AND SHELVES

H. TACKBOARDS, MARKERBOARDS AND PEGBOARDS

4 EXISTING SURFACES DISTURBED BY NEW CONSTRUCTION SHALL BE PATCHED AND

FINISHED TO MATCH ADJACENT SURFACES.

5 SCHEDULING OF WORK SHALL BE DIRECTED BY OWNER

6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING

STRUCTURES SURROUNDING THE CONTRACT AREA. DAMAGE TO EXISTING

STRUCTURES OR EQUIPMENT SHALL BE REPAIRED AT NO ADDITIONAL COST TO

THE OWNER

7 THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO

COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND

OWNER PRIOR TO REMOVAL OF MATERIAL OR EQUIPMENT NOT INDICATED ON THE

DRAWINGS TO BE REMOVED

8 THE CONTRACTOR TO CONFIRM WITH OWNER THE LOCATION OF TEMPORARY

PARTITIONS ENCLOSING THE DEMO AND CONSTRUCTION SITE

9 WHERE CHEMICALLY ABATED BY OTHERS, CONCRETE FLOOR TO BE SHOT BLASTED

FOR ADHERENCE OF FLOORING

10 DISPOSE OF ALL REMOVED MATERIALS OFF SITE IN ACCORDANCE WITH ALL

FEDERAL, STATE & MUNICIPALITY LEGAL JURISDICTIONS

11 DEMOLITION WORK CAUSING LOUD NOISE OR VIBRATION DISRUPTIVE TO FACILITY

AS DEEMED BY THE OWNER SHALL BE COORDINATED WITH THE OWNER REP

12 ALL EXISTING FLOOR OPENINGS, PIPE PENETRATIONS, ETC. CURRENTLY EXPOSED

OR UNCOVERED DURING WORK WHETHER NEW OR EXISTING ARE TO BE FILLED-IN

AS REQUIRED TO ACCEPT NEW WORK WITH CONCRETE FILL OR FIRESTOPPING

13 SEE ROOM FINISH SCHEDULE. REMOVE ALL EXISTING FINISHES IN ROOMS TO

RECEIVE NEW FINISHES

14 SEE REFLECTED CEILING PLANS AND ROOM FINSH SCHEDULE FOR EXTENT OF NEW

CEILING CONSTRUCTION OR CEILING PATCHING IN EXISTING AREAS

15 FOR ADDITIONAL DEMOLITION,SEE STRUCTURAL, MECHANICAL AND ELECTRICAL

DRAWINGS.

16 SALVAGE DOORS AS REQUIRED FOR REUSE WHERE INDICATED. VERIFY FUNCTION

AND CONDITION OF DOOR IS ACCEPTABLE FOR REUSE.

17 VERIFY EXTENT OF DEMOLITION OF FRAMING NEEDED WITH FRAMING DESIGN

PRIOR TO REMOVAL, FRAMING MAY BE ABLE TO REMAIN IN PLACE, TYPICAL ALL

HATCHED DEMO WALLS

18 G.C. SHALL FOLLOW ILSM AS PROVIDED BY COR TO INCLUDE BUT NOT LIMITED TO A

FIRE WATCH WHILE PORTION OF THE CEILING IS OPEN AND THE FIRE SPRINKLER

SYSTEM IS DISABLED.

19 CONTRACTOR SHALL FOLLOW ALL ICFA PROTOCOL AS STIPULATED BY COR.

1/2" = 1'-0"1 Demolition Phase 1

1/2" = 1'-0"2 Demolition Phase 2

AE-405

Scope HLD

Processing Area

Scope Sterile

Storage Area

8'-11 1/2"

(2) NEW SCOPE

STORAGE CABINETS

RELOCATED STERIL TABLE

New AER units

AE-4052

E L E

V A

T

IO

N D

E C

O N

T A

M

IN

A T

IO

N

S

ID

E

AE-405 4

E L E

V A

T

IO

N S

T E

R

IL

E S

ID

E

S T

E R

IL

E

S

ID

E

AE-405

5 ELEVATION

WALL

OUTSIDE

DECONTAMINATION

NEW DOOR IN

EXISTING OPENING

NO DOOR. OPEN

ACCESS TO

DECONTAMINATION

AREA.

EXISTING DECONTAMINATION AREA

WALL INFILL PLASTER AND

PATCH TO MATCH EXISTING WALL

R .O

/4

CR 1

DOOR TO BE REMOVED & WALL TO BE

PATCHED TO MATCH EXISTING

CONDITION AFTER CONSTRUCTION

ACCESS IS NO LONGER REQUIRED.

SCA

SCA

PER DIRECTOR MELINA NAVARRO-RODRIGUEZ , THIS

PASS-THRU UNIT IS REQUIRED BASED ON PROPOSED

STERILIZATION PROCESSES. NEW PASSTHROUGH

LOCATED ABOVE ACCESS PANELS.

SEE 2/AE-405

SPS SOILED AREA

/1

/1

10' - 7 15/16"

WALL MOUNTED

EYEWASH, HANDS FREE

LAVATORY

PAPER TOWEL

DISPENSER

HAND SANIZITER

DISPENSER

5' - 4 15/16"

EXPOXY WALL

FINISH (TYP.)

NEW EPOXY FLOOR

FINISH WITH

BROADCAST GRIT

FINISH (TYP.) AND

INTEGRAL 6" COVE

BASE

NEW HUB DRAIN

(SEE PLUMBING)

STAINLESS STEEL

WRAP AROUND FRAME

AT FRAME OPENING,

G.C. TO COORDINATE

3' - 4"

ROUGH OPENING

CURRENT SCOPE

STORAGE

EXISTING DECONTAMINATION AREA

EXISTING PASS

THROUGH UNIT

EXISITING

FRAMED OPENING

EXISTING DOORS TO BE REMOVED

AT COMPLETION OF CONSTRUCTION

SCOPE STORAGE

C-1A

SPS SOILED AREA

C-1

EXISTING TABLE

TO BE REMOVED

EXISTING TABLE

TO BE RELOCATED

EXISTING TABLE

TO BE REMOVED

EXISTING CABINET

TO BE REMOVED

EXISTING CABINET

TO BE REMOVED

EXISTING CABINET

TO BE REMOVED

EXISTING CABINET

TO BE REMOVED

EXISTING EYE WASH

TO BE REMOVED

LEGEND

ACROVYN WALL FINISH

EXISTING WALL TO BE DEMOLISHED

EPOXY PAINT WALL FINISH

N

TRUE

NORTH

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

FMS

Project and

Section

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD(100%CD-ISSUE FOR BID) SUBMITTAL - 04/22/2024

672-22-810

KEY PLAN NTS

PROJECT LOCATION

VA PROVIDE HIGH LEVEL

DISINFECTION FOR SPS

10 CALLE CASIA - ADM. BLDG. SUITE

4M456 SAN JUAN, PR 00921-3201

/2

/2

:5

:4

A

M

PROPOSED FLOOR PLAN

AE-101B

04/22/2024 RSM PJG

CD(100%CD-ISSUE FOR BID)

1/2" = 1'-0"2

PROPOSED FLOOR PLAN

1/2" = 1'-0"1

EXISTING FLOOR PLAN

GENERAL NOTES ARCHITECTURAL

A. PARTITION AND WALLS

1 DIMENSIONS ARE TO FINISH FACE OF PARTITIONS, FACE OF EXISTING

FINISH OR CENTER LINE OF COLUMNS UNLESS SHOWN OR NOTED

OTHERWISE. ALL EXISTING DIMENSIONS ARE BASED ON EXISTING

DRAWINGS BUT MUST BE VERIFIED IN FIELD.

2 ALL PARTITIONS SHALL EXTEND FROM FLOOR TO UNDER SIDE OF DECK

ABOVE EXCEPT WHERE NOTED OR SHOWN OTHERWISE.

3 EXTEND ALL SOUND RATED PARTITIONS TO THE UNDER SIDE OF DECK

ABOVE TO PREVENT SOUND TRANSMISSION. FURNISH 4-1/4 POUNDS

DENSITY GLASS FIBER INSULATION SHAPED TO FIT THE VOID ABOVE THE

PARTITION WHERE AIR-BORNE SOUND CAN PENETRATE SPACES.

4 FOR LOCATIONS OF FIRE-RATED PARTITIONS SEE LS-101 AND LS-102

5 CONTROL JOINTS SHALL BE PROVIDED ABOVE DOORS AT EACH SIDE IN

STUD AND GWB PARTITIONS.

6 EXPANSION JOINTS AT ALL FLOORS, CEILINGS AND WALLS THAT ARE

EXPOSED TO VIEW SHALL BE COVERED WITH EXPANSION JOINT COVERS

APPROPRIATE FOR FINISHED SURFACES.

7 ALL COLUMNS WITHIN FINISHED SPACES SHALL BE FINISHED WITH SAME

MATERIALS SCHEDULED AT WALLS UNLESS OTHERWISE SHOWN OR

DETAILED.

8 PROVIDE ALL WALL AND FLOOR OPENINGS FOR MECHANICAL AND

ELECTRICAL ITEMS. ALL OPENINGS MORE THAN 16 INCHES WIDE IN

MASONRY PARTITIONS SHALL HAVE LINTELS AS SCHEDULED ON THE

STRUCTURAL DRAWINGS.

9 PROVIDE CORNER GUARDS AT ALL OUTSIDE CORNERS.

10 PROVIDE MOLD-RESISTANT GWB AT BUILD-OUT, TYPICAL.

11 FOR WALL PARTITION TYPES, SEE SHEET AE-600..

B. DOORS AND FRAMES

1 PROVIDE LABELS ON DOORS AND FRAMES WHERE SCHEDULED.

2 INSTALL CONTINUOUS CAULKING AROUND METAL FRAMES UNLESS NOTED

OTHERWISE.

3 HOLLOW METAL FRAMES SHALL BE ANCHORED TO THE STRUCTURAL

FLOOR WITH A MINIMUM OF TWO (2) ANCHOR BOLTS.

4 HOLLOW METAL FRAMES IN STUD PARTITIONS SHALL BE FILLED WITH

GROUT TO THE DEPTH OF THE FRAME ANCHOR FULL HEIGHT FOR SOUND

DAMPENING BEFORE SETTING IN PLACE.

5 INSTALL CASING BEADS AND CAULK WHERE GWB ABUTS METAL FRAMES.

6 DOOR TYPES AND SIZES ARE SHOWN ON SHEET AE-600.

C. MISCELLANEOUS

1 SEE PHYSICIST'S REPORT FOR SHIELDING REQUIREMENTS INCLUDING

LOCATIONS AND MINIMUM LEAD THICKNESS FOR SURFACES.

LEGEND

NEW CEILING

DEMOLISHED CEILING

2'X2' SUPPLY REGISTER

2'X2' RETURN REGISTER

2'X4' LED LIGHT FIXTURE

SCOPE OF WORK

DEMO EXISTING CEILING

LIGHTS & ACCESS PANEL IN

PREPARATION

FOR NEW CEILING @ 8'-0" A.F.F.

COORDINATE LIGHT FIXTURE

REMOVAL W/ELECTRIC

G.C. SHALL CONSTRUCT TEMP WALL

PRIOR TO REMOVING PORTION OF

CEILING

G.C. TO DEMOLISH AND REPLACE

EXISTING ACCESS PANEL WITH

NEW GASKET TYPE ACCESS PANEL

WALL MOUNTED

DEVICE TO REMAIN

WALL MOUNTED

DEVICE TO REMAIN

SP

SP

SP

SP

5' - 10 1/8"

EXISTING

ACCESS

PANEL

EXISTING

ACCESS

PANEL

EXISTING

ACCESS

PANEL

BALL-M-WALL

PRESSURE SENSOR

EXISTING SUPPLY

DIFFUSER TO BE

DEMOLISHED. SEE

MECHANICAL

EXISTING EXHAUST GRILLE

TO BE DEMOLISHED. SEE

MECHANICAL.

THERMOSTAT TO REMAIN

T

DEMOLISH EXISTING LIGHT

FIXTURE

DEMOLISH EXISTING LIGHT

FIXTURE

/1

/4

COORDINATE DIMENSIONS

AROUND LIGHT FIXTURES

ST

SCOPE HLD

PROCESSING AREA

REAGENT WATER

GENERATION

MECHANICAL

ROOM

C-1D

SCOPE STERIL

STORAGE AREA

SPS SOILED AREA

C-1

/1

/8

/8

9' - 6"

G.C. SHALL REMOVE ENTIRE

CEILING AS INDICATED AND

REPLACE WITH NEW 5/8"

GWB CEILING.

TEMP. WALL. SEE DEMO

PLAN 2/AE-101A.

TEMP. WALL. SEE DEMO

PLAN 2/AE-101A.

G.C. SHALL CUT IN ALL

REQUIRED INFRASTRUCTURE TO

SUPPORT SUPPLY & RETURN

DIFFUSERS. SEE MECHANICAL

G.C. SHALL CUT IN ALL

REQUIRED INFRASTRUCTURE TO

SUPPORT SUPPLY & RETURN

DIFFUSERS. SEE MECHANICAL

G.C. TO DEMOLISH AND REPLACE

EXISTING ACCESS PANEL WITH

NEW GASKET TYPE ACCESS PANEL

2' - 5 3/4"

NEW GWB WALL SHALL BE

6" ABOVE NEW 9'-0" CEILING

(TYP)

NEW 2'X 4' RECESSED

CEILING MOUNTED LIGHT

FIXTURE (SEE ELEC)

EXISTING CEILING

SP

SP

EXISTING DECONTAMINATION AREA

NEW SUPPLY

REGISTER

SEE MECH

SP

SP

REAGENT WATER

GENERATION

MECHANICAL

ROOM

C-1D

ENVIRONMENTAL

STOCK ROOM

C-5J

SPS SOILED AREA

NEW 2'X 4' RECESSED

CEILING MOUNTED LIGHT

FIXTURE (SEE ELEC)

/4

/4

/8

/1

8 1/4" 1' - 8" 6' - 7"

/1

2' - 3"

NEW SUPPLY

REGISTER

SEE MECH

NEW RETURN

REGISTER

SEE MECH

4"

4"

NEW RETURN

REGISTER

SEE MECH

NEW ACCESS PANEL

WITH GASKET. LARSENS

L-GD OR EQUAL.

NEW ACCESS PANEL

WITH GASKET. LARSENS

L-GD OR EQUAL.

NEW ACCESS PANEL

WITH GASKET. LARSENS

L-GD OR EQUAL.

NEW ACCESS

PANEL WITH

GASKET. LARSENS

L-GD OR EQUAL.

NEW ACCESS

PANEL WITH

GASKET. LARSENS

L-GD OR EQUAL.

2' - 2"

NEW 5/8" GWB CEILING

NEW ACCESS

PANEL WITH

GASKET. LARSENS

L-GD OR EQUAL.

NEW 2'X 4' RECESSED

CEILING MOUNTED LIGHT

FIXTURE (SEE ELEC)

NEW 2'X 4' RECESSED

CEILING MOUNTED LIGHT

FIXTURE (SEE ELEC)

WALL MOUNTED

DEVICE TO REMAIN

WALL MOUNTED

DEVICE TO REMAIN

BALL-M-WALL

PRESSURE SENSOR

N

TRUE

NORTH

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

FMS

Project and

Section

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD(100%CD-ISSUE FOR BID) SUBMITTAL - 04/22/2024

672-22-810

KEY PLAN NTS

PROJECT LOCATION

VA PROVIDE HIGH LEVEL

DISINFECTION FOR SPS

10 CALLE CASIA - ADM. BLDG. SUITE

4M456 SAN JUAN, PR 00921-3201

/2

/2

:5

:4

A

M

REFLECTED CEILING PLAN

AE-122A

04/22/2024 RSM PJG

CD(100%CD-ISSUE FOR BID)

1/2" = 1'-0"1

CEILING DEMO PLAN

NOTE:

COORDINATE ACCESS PANEL WITH LIGHTING AND HVAC

1/2" = 1'-0"2

PROPOSED REFELCTED CEILING PLAN

NOTE:

FIRE SPRINKLERS TO CONFORM WITH 61G15 DESIGN

SEE PLUMBING FOR LAYOUT AND DETAILS

G.C. COORDINATE FOR FIRE SPRINKLERS WITH ENGINEER

R.O.

12"-9" +/- 6"

AER MACHINE

PER MFR

AER MACHINE

PER MFR

AER MACHINE

PER MFR

PASSTHROUGH

/4

/4

STERILE CLEANING TABLE

CLOCK

DRYING CABINETS

LAVATORY

PAPER TOWEL

DISPENSER

EYEWASH

SOAP DISPENSER

17' - 8 11/16"

1' - 0"

AER PER MFR

FLOOR FRAIN UNDER EACH AER UNIT

SEE PLUMBING FOR LOCATION AND DETAILS

NEW GWB

CEILING

EXISTING GWB CEILING

EXISTING CONC SLAB

NEW PARTITION WALL

WITH NEOPRENE GASKET

AT ALL SEAMS

PROVIDE NEOPRENE SEAL

AT CEILING

R.O / AER PERIMETER

SEAL KIT BY AER MFR

NEW ACCESS PANEL. ALIGN

WITH EDGE OF NEW AER

6" RUBBER BASE

EXISTING AER TO BE

REMOVED, G.C. SHALL

COORDINATE REMOVAL

AND DISPOSAL W/ CLIENT

(TYP.)

EXISTING TILE TO REMAIN

PROVIDE STAINLESS

STEEL "WRAP AROUND" ,

KNOCK DOWN FRAME AT

OPENING, G.C. SHALL

COORDINATE SIZE

REQUIREMENT

3' - 0"

G.C. SHALL SAWCUT

TILE AND REMOVE

LOWER PORTION OF

WALL TO CREATE

OPENING

DEMO EXIST

PASS THRU UNIT

AND BOTTOM

PORTION OF

WALL TO

CREATE FRAMED

OPENING (TYP.)

CLEAR OPENING

C

L E

A R

O P

E N

IN

G

AER MACHINE

PER MFR

AER MACHINE

PER MFR

AER MACHINE

PER MFR

6" MACHINE SEALING

BORDER PER AER MFR

R.O.

12'-9" +/- 6"

PASSTHROUGH

17' - 8 11/16"

6" 4"

/4

/4

X

CHECK WALL TYPE

WALL NOT TO EXCEED 7"

MOLD RESISTANT CEMENT

GWB WALL BOARD

DOUBLE SIDED HEADER

(METAL STUD TYP.)

MANUF. CLOSER PANEL

(PROVIDED BY MANUF,

INSTALLED BY G.C.)

6" BATT INSULATION

SOUND ATTUNATION

S/S SCREWS AT 8" O/C

URATHANE SEALANT ALL

SIZES (TYP.)

3" NEOPRENE FOAM COMPRESSED

BETWEEN MEDIVATOR & WALL.

CONSTRUCTION G.C. TO

COORDINATE INSTALLATION OF

EQUIPMENT WITH MANUFACTURER

ADVANTAGE PLUS PASS-THRU MEDIVATOR

(PER MANUF OFCI)

X

CHECK WALL TYPE

WALL NOT TO EXCEED 7"

MOLD RESISTANT CEMENT

GWB WALL BOARD

DOUBLE SIDED HEADER

(METAL STUD TYP.)

MANUF. CLOSER PANEL

(PROVIDED BY MANUF,

INSTALLED BY G.C.)

6" BATT INSULATION

SOUND ATTUNATION

S/S SCREWS AT 8" O/C

URETHANE SEALANT ALL

SIZES (TYP.)

3" NEOPRENE FOAM COMPRESSED

BETWEEN MEDIVATOR & WALL.

CONSTRUCTION G.C. TO

COORDINATE INSTALLATION OF

EQUIPMENT WITH MANUFACTURER

ADVANTAGE PLUS PASS-THRU MEDIVATOR

(PER MANUF OFCI)

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

FMS

Project and

Section

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD(100%CD-ISSUE FOR BID) SUBMITTAL - 04/22/2024

672-22-810VA PROVIDE HIGH LEVEL

DISINFECTION FOR SPS

10 CALLE CASIA - ADM. BLDG. SUITE

4M456 SAN JUAN, PR 00921-3201

/2

/2

:5

:4

A

M

INTERIOR ELEVATIONS AND

DETAILS

AE-405

04/22/2024 RSM PJG

CD(100%CD-ISSUE FOR BID)

1/2" = 1'-0"4

ELEVATION STERILE SIDE

1/2" = 1'-0"1

STERILE SIDE

3/4" = 1'-0"3

AER MANCHINE WALL SECTION

1/2" = 1'-0"5

ELEVATION WALL OUTSIDE DECONTAMINATION

1/2" = 1'-0"2

ELEVATION DECONTAMINATION SIDE

3" = 1'-0"6

HM FRAME DOOR DETAILS

3" = 1'-0"7

HM FRAME DOOR DETAILS

AE-405

AE-405

AE-405

PARTITION TYPE SYMBOL

PARTITION DESIGNATION 3M6C

FIRE

RATING

MATERIAL

NOMINAL

THICKNESS ** OPTION(S) ***

- 1 HR

- 2 HR

- 3 HR

- STUDS

- CMU

- CONCRETE

S

M

C

A

B

C

SUGGESTED

OPTIONS LIST

A - ACOUSTICAL INSULATION

B - BOTH FACES

C - GWB TO 6" ABOVE CEILING

D - DOUBLE WALL

H - SHAFTWALL

L - LEAD LINED (THICKNESS)

O - ONE FACE ONLY

P - PARTIAL HEIGHT PARTITION

R - RIGID INSULATION W/ GWB COVERING

(or RESILIENT CHANNEL)

S - SMOKE PARTITION / BARRIER

T - TEMPORARY PARTITION

Z - STAGGERED STUDS (ACOUSTICAL)

2 - 2 LAYERS GWB

* - DESIGNATION NOT INDICATED FOR NON-RATED PARTITIONS

** - DESIGNATION NOT INDICATED FOR PROJECT STANDARD

THICKNESS

*** - DESIGNATION NOT INDICATED IF OPTIONS ARE NOT APPLICABLE;

ONE OR TWO OPTION DESIGNATORS MAY BE USED.

- WOOD STUDSW

- LEAD LINER

ON STUDS

L

NON-RATED PARTITION

SCA

ACOUSTICAL

INSULATION W/

OPTION 'A' ONLY

3 5/8" METAL STUDS @ 16" OC W/

ACOUSTICAL INSULATION

(STC-49) W/ 5/8" GWB BOTH

SIDES TO STRUCTURE, 5/8" GYP

ON INTERIOR SIDE.

BASE AS

SCHEDULED

DECK BR'G VIF

SCAO 3 5/8" METAL STUDS @ 16" OC W/

ACOUSTICAL INSULATION

(STC-49) W/ 5/8" GWB ONE SIDE,

5/8" GYP ON INTERIOR SIDE.

NON-RATED PARTITION

5/8" TYPE X GWB

SO 3 5/8" METAL STUDS @ 16" OC

W/ 5/8" GWB ONE SIDE TO

STRUCTURE

BASE AS

SCHEDULED

STUD TRACK TO BE

INSTALLED 6"

ABOVE CEILING,

BRACE AS REQ'D.

5/8" GWB CEILING (TYP.)

NON-RATED PARTITION

SS 3 5/8" METAL STUDS @ 16" OC W/

5/8" GWB BOTH SIDES TO

STRUCTURE. SMOKE PARTITION

BASE AS

SCHEDULED

ACOUSTICAL INSULATION TO FILL

VOID BETWEEN DECKING AND

STUD TRACK. INSTALL

ACOUSTICAL SEALANT

CONTINUOUS. STUD TRACK TO

BE INSTALLED TO ALLOW

MOVEMENT.

NEOPRENE GASKET

BARRIER (TYP.)

NON-RATED PARTITION

BASE AS

SCHEDULED

3 5/8" METAL STUDS @ 16" OC

W/ ACROVYN ONE SIDE TO

STRUCTURE

ACROVYN; WALL

FINISH FROM FLOOR

TO CEILING WHERE

INDICATED

ST

5/8" TYPE X GWB

TRACK SCREWED INTO CEILING

NOTE: PROVIDE NEOPRENE GASKET BETWEEN

TOP OF TRACK AND CEILING

ACOUSTICAL INSULATION TO FILL

VOID BETWEEN DECKING AND

STUD TRACK. INSTALL

ACOUSTICAL SEALANT

CONTINUOUS. STUD TRACK TO

BE INSTALLED TO ALLOW

MOVEMENT.

TRACK SCREWED INTO

CEILING

NOTE: PROVIDE NEOPRENE

GASKET BETWEEN

TOP OF TRACK AND CEILING

CONTINUOUS STUD RUNNER

EXTEND EVERY 4TH STUD TO

UNDERSIDE OF DECK

3 5/8" METAL

STUD KICKER

3 5/8" METAL STUDS

FASTENED TO

STRUCTURE ABOVE

3 5/8" METAL

STUD KICKER

3 5/8" METAL STUDS

FASTENED TO

STRUCTURE ABOVE

3 5/8" METAL

STUD KICKER

3 5/8" METAL

STUD KICKER

CONTINUOUS STUD RUNNER

EXTEND EVERY 4TH STUD TO

UNDERSIDE OF DECK

5/8" GWB CEILING (TYP.)

5/8" GWB CEILING

(TYP.)

PROVIDE URETHANE

SEALANT AROUND

STUD OPENING WHERE

STUD PENETRATES

CEILING (TYP.)

3 5/8" METAL

STUD @ 16" O/C

METAL STUD

RUNNER PROVIDE

ANCHOR @ 2' -0" O/C

MAXIMUM

METAL STUD

RUNNER PROVIDE

ANCHOR @ 2' -0" O/C

MAXIMUM

METAL STUD

RUNNER PROVIDE

ANCHOR @ 2' -0" O/C

MAXIMUM

METAL STUD

RUNNER PROVIDE

ANCHOR @ 2' -0" O/C

MAXIMUM

PROVIDE URETHANE

SEALANT AROUND

STUD OPENING WHERE

STUD PENETRATES

CEILING (TYP.)

PROVIDE URETHANE

SEALANT AROUND STUD

OPENING WHERE STUD

PENETRATES CEILING (TYP.)

3 5/8" METAL

STUD @ 16" O/C

3 5/8" METAL

STUD @ 16" O/C

3 5/8" METAL

STUD @ 16" O/C

INTERIOR STUD GAGE AND SPACING CHART*

STUD WIDTH

DESIGN

THICKNESS

(GAGE)

STUD SPACING

(INCHES)

PARTITION HEIGHT

DEFLECTION VALUE 5 psf

BRACING

SPACING

WHERE OCCURSL/120 L/240 L/360

1 5/8"

0.0179" (25)

0.0312" (20)

0.0179" (25)

0.0312" (20)

0.0179" (25)

0.0312" (20)

0.0179" (25)

0.0312" (20)

0.0179" (25)

0.0312" (20)

2 1/2"

3 5/8"

4"

6"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

10'-7"

9'-9"

12'-1"

11'-0"

13'-3"

11'-10"

16'-5"

14'-10"

15'-4"

13'-9"

20'-8"

18'-6"

17'-2"

15'-1"

23'-1"

20'-9"

19'-9"

16'-9"

30'-10"

27'-2"

8'-4"

7'-11"

9'-8"

8'-9"

11'-3"

10'-7"

12'-10"

11'-7"

14'-4"

13'-5"

16'-5"

14'-9"

15'-4"

14'-2"

18'-4"

16'-5"

19'-9"

16'-9"

24'-6"

21'-7"

8'-5"

7'-8"

9'-10"

9'-3"

11'-2"

10'-0"

12'-4"

11'-7"

14'-3"

12'-9"

13'-4"

12'-4"

15'-11"

14'-3"

17'-11"

16'-9"

21'-4"

18'-10"

4'-0" OC

4'-0" OC

4'-0" OC

4'-0" OC

6'-0" OC

6'-0" OC

6'-0" OC

6'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

10'-0" OC

10'-0" OC

10'-0" OC

10'-0" OC

GENERAL NOTES:

INTERIOR STUD CHART NOTES:

1. PROVIDE MINIMUM 0.0312" STUDS @ WALLS TO RECEIVE FINISH (TILE, STONE, WOOD, ETC).

2. PROVIDE MINIMUM 0.0312" STUDS @ JAMBS OF DOOR AND FIXED GLASS FRAMES, @

OPEN PARTITION ENDS, AND WHERE PARTITION IS TO RECEIVE WALL MOUNTED

SHELVES, CASEWORK, PLUMBING FIXTURES, ETC.

3. USE 5/8" FR GWB @ ALL FIRE-RATED PARTITIONS, ANCHOR W/ SCREWS @ 8" OC

ON EDGES @ 12" OC IN FIELD PER UL DESIGN NUMBERS LISTED.

4. SEE ALL SPECIFICATIONS FOR GWB REQUIREMENTS @ TOILETS AND ALL WET AREAS.

5. APPLIES TO POWER AND COMMUNICATIONS, ETC.

A) BACK-TO-BACK PLACEMENT OF OUTLET BOXES NOT PERMITTED.

B) PLUG ALL UNUSED KNOCK-OUTS IN OUTLET BOXES WITH KNOCK-OUT CAPS.

C) PROVIDE 'HILTI' FIRESTOP PUTTY PAD OR EQUAL TO OUTLET BOXES IN FIRE-RATED WALLS

OR WHERE OTHERWISE INDICATED.

D) DEPTH OF OUTLET BOX TO BE COMPATIBLE WITH STUD SIZES IN

ORDER TO ACCOMMODATE BOX PAD.

6. PROVIDE BLOCKING @ WALL HUNG CASEWORK, EQUIPMENT, SHELVES,

COUNTERTOPS, HEAVY WALL SCONCES, AND MAJOR ARTWORK.

* REFERENCE STEEL STUD MANUFACTURER ASSOCIATION'S STANDARDS

FOR SECTION PROPERTIES AND DESIGN OF STUD SIZE LISTED HERE.

USE L/240 DEFLECTION CHART FOR ALL AREAS UNLESS OTHERWISE NOTED.

METAL STUDS WITH

5/8" GWB

METAL RUNNER

HM FRAME

GROUT FULL

DOOR AS SCH

DOOR AS SCH

HM FRAME

GROUT FILLED

METAL STUDS WITH 5/8" GWB

H E

IG

H

T

A S

S C

H

W

ID

T H

A S

S C

H

A

HEAD

B

JAMB

2"

5 7/8"

2"

4 7/8"

CERAMIC CARPET/ COLOR Q1310-408

ASH/TOP COAT AQUARMOR WBU FLAT

CERAMIC CARPET/ COLOR Q1310-408

ASH/TOP COAT AQUARMOR WBU FLAT

SHERWIN WILLIAMS

GRAVEL WHITE

EPOXY PAINT

SHERWIN WILLIAMS

GRAVEL WHITE

EPOXY PAINT

SHERWIN WILLIAMS

GRAVEL WHITE

EPOXY PAINT

SHERWIN WILLIAMS

GRAVEL WHITE

EPOXY PAINT

SHERWIN WILLIAMS

GRAVEL WHITE

EPOXY PAINT

NORTH SOUTH EAST WEST

ROOM FINISH SCHEDULE

SCOPE HLD

PROCESSING AREA

EPOXY RESIN SAND RESIN AND PREP

TOP COAT FOR SMOOTH FINISH (TYP.)

6" EPOXY RESIN COVE BASE EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT EPOXY PAINT

ROOM # ROOM NAME FLOOR BASE

WALLS

CEILING

DOOR AND FRAME SCHEDULE - NOTES

1. THE CONTRACTOR SHALL CAREFULLY STUDY ANND COMPARE THE CONTRACT DOCUMENTS AND THIS SCHEDULE AND SHALL REPORT IN WRITING TO THE ARCHITECT ANY ERROR, INCONSISTANCY OR OMISSION THAT HE MAY DISCOVER.

2. ALL FRAMES SHALL BE CAULKED CONTINUOUSLY TO THE WALL ON BOTH SIDES.

3. DOOR SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED.

LOCKS, IF PROVIDED SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE, OR EFFORT FOR OPERATION

FROM THE INSIDE OF THE BUILDING AS PER NFPD.101 5-2.1.5.

4. ALL HOLLOW METAL FRAMES SHALL BE WELDED CONSTRUCTION, 'KNOCK-DOWN' TYPE HOLLOW METAL FRAMES WILL NOT

BE ALLOWED.

5. ALL TOP OF HOLLOW METAL FRAMES (DOORS & GLASS OPENINGS) TO ALIGN. FOR ADDITIONAL HORIZONTAL MULLIONS TO

GLASS OPENING FRAMES REFER TO INTERIOR ELEVATIONS AS NOTED ON THE DRAWINGS.

6. ALL EXTERIOR DOORS SHALL BE FULLY WEATHERSTRIPPED.

7. ALL DOOR AND FRAME TO BE PAINTED (SEE SPECS.)

8. VERIFY WITH OWNER HARDWARE STANDARDS. MATCH ALL OWNER STANDARDS.

9. ALL DOORS SHALL HAVE STOPS. (GYNN-JOHNSON 50C WALL &/OR FB-13 FLOOR)

10. ALL LATCHES SHALL BE LEVER.

11. ALL HARDWARE SHALL HAVE 626 SATIN CHROMIUM FINISH OR FINISH AS SELECTED BY OWNER.

12. ALL DOORS EXISTING AND NEW KEYED DOORS SHALL RECEIVE NEW LOCK CORES AND SHALL BE KEYED TO MASTER.

PROVIDE OWNER WITH 10 MASTER KEYS.

13. PROVIDE AND INSTALL BRUSHED S.S.KICK PLATES ON ALL PUSH SIDES OF DOORS 10' HIGH 2' L.D.W.

14. DOORS TO BE LOCKED BY ELECTRIFIED PANIC HARDWARE DEVICE TO PROVIDE POSITIVE LATCHING ON FIRE RATED DOOR.

LOCATE CARD READER ON STRIKE SIDE AND CONNECT TO ELECTRIC PANIC TO PROVIDE ENTRY. EGRESS WILL BE BY PANIC

FUNCTION AT ALL TIMES.

PRODUCT

SPECIFIED

MANUFACTURER

1. HINGES HAGER

2. LOCKS & LATCHES SCHLAGE

3. CYLINDERS, KEYS, KEYING SCHLAGE

4. EXIT DEVICES VON DURPIN

5. DOOR CLOSERS LCN

6. AUTO OPERATORS STANLEY

7. DH STOPS/HOLDERS GLYNN JOHNSON

8. MAGNETIC HOLD OPENS LCN

9. WALL STOPS/FLOOR STOPS, ROCKWOOD

FLUSHBOLTS

10. KICK PLATES ROCKWOOD

11. THRESHOLD/WEATHER-STRIP NATIONAL GUARD

12. SILENCERS IVES

13. COORDINATORS ROCKWOOD

14. ASTRAGALS PEMKO

DOOR AND FRAME SCHEDULE

DOOR DOOR HARDWARE

MARK

SIZE

WIDTH HEIGHT THICK MAT TYPE GLASS

UNDER

CUT

FRAME

MAT TYPE

DETAILS ON S-202

JAMB HEAD SILL

FIRE

RATING

LABEL

SET

NO.

KEYSIDE

SPACE

REMARKS

102 3'-0'' 7'-0'' 1-3/4'' HM F - HM S EXTCS - - 1 CARD READER - COORD W/ SECURITY & FACILITYCS-

DOOR FRAME TYPES

S

SINGLE DOOR H.M. FRAME

10" 3"

DOOR TYPES

F NV

HARDWARE SCHEDULE AND NOTES

SET NO.1

DOORS: B & C

3 - HINGES - 41/2''X41/2'' - BB1279 NRP

1 - STOREROOM LOCK - D80PD

2 - CLOSER - 4041

2 - SILENCERS - SR64

1 - WEATHER STRIPING - 160SDKB - 1-102A, 1-103A, R-100A ONLY

SET NO.2

DOOR: A

3 - HINGES - 41/2''X41/2'' - BB1279 NRP

1 - CLOSER - 4041

3 - SILENCERS - SR64

1 - FLOOR STOP - 441

1 - PRIVACY SET - D405

SECURE TO

STRUCTURE

ABOVE

SEISMIC BRACING

MAIN RUNNER

5/8" GWB CEILING

5/8" GWB TYPE X CEILING

CROSS RUNNER

SEISMIC BRACING

2"

45° 45°

45°

45°

45°

2"

WALL RUNNER

MAIN RUNNER

FINISHED WALL

HANGER WIRE SECURE TO STR ABOVE

5/8" GWB TYPE X CEILING

GENERAL NOTES:

1. G.C. SHALL COORDINATE WITH METAL FRAMING FABRICATOR.

FABRICATOR WILL PROVIDE SHOP DRAWING FOR ALL LIGHT

GAUGE FRAMING CONSTRUCTION (TYP.)

REVISIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

FMS

Project and

Section

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CD(100%CD-ISSUE FOR BID) SUBMITTAL - 04/22/2024

672-22-810VA PROVIDE HIGH LEVEL

DISINFECTION FOR SPS

10 CALLE CASIA - ADM. BLDG. SUITE

4M456 SAN JUAN, PR 00921-3201

/2

/2

:5

:5

A

M

PARTITION TYPES, DOOR

SCHEDULE AND DETAILS

AE-600

04/22/2024 RSM PJG

CD(100%CD-ISSUE FOR BID)

PARTITION TYPES LEGEND

PARTITION TYPES

GEN NOTES & SPACING CHART

HM FRAME DOOR DETAILS

Room Finish Schedule

Door and Frame Schedule - Notes

Door & Frame Schedule

Door Frame TypesDoor Types

Hardware Schedules & Notes

SEISMIC SUSPENSION SYSTEM DETAIL

SEISMIC GYP BD CLG DETAIL