ATTACHMENT A-1 - DRAWINGS - 605-20-207.pdf

BARTON RD

MO

UN

TA

IN

V

IE

W A

VE

SHEET INDEX

SEQUENCE NUMBER NAME

[01] GENERAL

1 GI000 COVER SHEET

2 GI001 GENERAL INFORMATION

3 GI002 4TH FLOOR LIFE SAFETY PLAN

4 GI003 4TH FLOOR ICRA PLAN

5 GI200 DEDUCT ALTERNATES PLAN

[02] HAZARDOUS MATERIALS

6 HA101 4TH FLOOR - ASBESTOS REMEDIATION PLAN

7 HA102 4TH FLOOR - LEAD REMEDIATION PLAN

8 HA103 4TH FLOOR - INTERSTITIAL ASBESTOS & LEAD REMEDIATION PLAN

9 HA104 PENTHOUSE - ENVIRONMENTAL REMEDIATION PLAN

[03] STRUCTURAL

10 SG001 GENERAL NOTES, ABBREVIATIONS & SHEET LIST

11 SF131 ROOF INTERSTITIAL PLAN

12 SF501 STRUCTURAL DETAILS

[04] ARCHITECTURAL

13 AD011 4TH FLOOR DEMOLITION PLAN

14 AD111 4TH FLOOR DEMOLITION RCP

15 AE100 4TH FLOOR PLAN

16 AE101 4TH FLOOR FUNCTIONAL AREA PLAN

17 AE111 4TH FLOOR REFERENCE PLAN

18 AE121 4TH FLOOR DIMENSION PLAN

19 AE131 4TH FLOOR REFLECTED CEILING PLAN

20 AE401 ENLARGED PLANS - TYPICAL PATIENT ROOM

21 AE402 ENLARGED PLANS - TYPICAL BARIATRIC ROOM

22 AE403 ENLARGED PLANS - TYPICAL A.I.I. PATIENT ROOM

23 AE404 ENLARGED PLANS - NURSE STATION

24 AE408 FF&E SCHEDULES

25 AE501 PLAN AND SECTION DETAILS

26 AE502 CEILING DETAILS

27 AE503 CEILING DETAILS

28 AE600 PARTITION TYPES AND DETAILS

29 AE601 DOOR AND WINDOW SCHEDULES AND DETAILS

30 AE602 WINDOW WALL ELEVATIONS AND DETAILS

31 AE603 DOOR AND INTERIOR GLAZING DETAILS

32 AI701 4TH FLOOR FINISH PLAN

33 AI702 4TH FLOOR WALL PLAN

34 AI711 ROOM FINISH SCHEDULE AND FINISH LEGEND

35 AI720 INTERIOR ELEVATIONS

36 AI721 INTERIOR ELEVATIONS

37 AI722 INTERIOR ELEVATIONS

38 AI723 INTERIOR ELEVATIONS

39 AF750 MILLWORK DETAILS

40 AQ801 4TH FLOOR EQUIPMENT PLAN

41 AQ802 4TH FLOOR FURNITURE PLAN

42 AQ803 SIGNAGE

[05] FIRE PROTECTION

43 FA001 FIRE ALARM GENERAL NOTES, RISER, AND MATRIX

44 FA101 FIRE ALARM AUDIBILITY FLOOR PLAN

45 FA102 FIRE ALARM FLOOR PLAN

46 FX101 FIRE SUPPRESSION HAZARD CLASSIFICATION FLOOR PLAN

[06] PLUMBING

47 P-000 PLUMBING LEGEND

48 PD104 PLUMBING WASTE DEMOLITION PLAN - 4TH FLOOR NW

49 PD105 PLUMBING SUPPLY DEMOLITON PLAN - 4TH FLOOR NW

50 PD106 PLUMBING MEDGAS DEMOLITION PLAN - 4TH FLOOR NW

51 PL104 PLUMBING WASTE PLAN - 4TH FLOOR NW

52 PL105 PLUMBING WASTE INTERSTITIAL PLAN - 4TH FLOOR NW

53 PP104 PLUMBING SUPPLY PLAN - 4TH FLOOR NW

54 PP105 PLUMBING SUPPLY INTERSTITIAL PLAN - 4TH FLOOR NW

55 PJ104 PLUMBING MEDICAL GAS PLAN - 4TH FLOOR NW

56 PJ105 PLUMBING MEDICAL GAS INTERSTITIAL PLAN - 4TH FLOOR NW

57 P-301 PLUMBING SUPPLY RISER

58 P-302 PLUMBING DWV RISER

59 P-501 PLUMBING DETAILS

60 P-502 PLUMBING DETAILS

61 P-601 PLUMBING SCHEDULES

[07] MECHANICAL

62 M-000 LEGEND AND ABBREVIATIONS

63 MD104 MECHANICAL HVAC PIPING DEMOLITION PLAN - 4TH FLOOR NW

64 MD105 MECHANICAL HVAC DUCT DEMOLITION PLAN - 4TH FLOOR NW

65 MD106 MECHANICAL HVAC ROOF & PENTHOUSE DEMOLITION PLAN - 4TH FLOOR NW

66 MP104 MECHANICAL HVAC PIPING PLAN - 4TH FLOOR NW

67 MP105 MECHANICAL HVAC PIPING INTERSTITIAL PLAN - 4TH FLOOR NW

68 MP106 MECHANICAL PIPING ISOMETRIC RISER & FLOW DIAGRAM

69 MH104 MECHANICAL HVAC DUCT PLAN - 4TH FLOOR NW

70 MH105 MECHANICAL DUCT INTERSTITIAL PLAN - 4TH FLOOR NW

71 MH201 MECHANICAL HVAC ROOF & PENTHOUSE PLAN - 4TH FLOOR NW

72 M-501 MECHANICAL DETAILS

73 M-502 MECHANICAL DETAILS

74 M-503 MECHANICAL DETAILS

75 M-601 MECHANICAL SCHEDULES

76 M-602 MECHANICAL SCHEDULES

77 M-701 MECHANICAL CONTROLS

78 M-702 MECHANICAL CONTROLS

79 M-703 MECHANICAL CONTROLS

80 M-704 MECHANICAL CONTROLS

81 M-705 PHASING PLAN

[08] ELECTRICAL

82 E-001 ELECTRICAL LEGEND

83 ED104 ELECTRICAL 4TH FLOOR POWER AND LIGHTING DEMOLITION PLAN

84 ED105 ELECTRICAL 4TH FLOOR INTERSTITIAL DEMOLITION PLAN

85 E-104 ELECTRICAL 4TH FLOOR POWER PLAN

86 E114A ELECTRICAL LIGHTING PLAN

87 E114B ELECTRICAL NIGHT LIGHTING PLAN

88 E-124 4TH FLOOR RACEWAY POWER PLAN

89 E-304 ELECTRICAL 4TH FLOOR EQUIPMENT POWER PLAN

90 E-305 ROOF EQUIPMENT PLAN

91 E-401 ELECTRICAL ENLARGED PLANS

92 E-501 ELECTRICAL DETAILS

93 E-502 LIGHTING CONTROL DIAGRAMS

94 E-601 ELECTRICAL ONE-LINE DIAGRAM

95 E-602 ELECTRICAL PANEL SCHEDULES

96 E-603 ELECTRICAL PANEL SCHEDULES

97 E-604 LIGHTING SCHEDULES

[09] TECHNOLOGY

98 T-001 TECHNOLOGY LEGEND

99 T-104 TECHNOLOGY 4TH FLOOR PLAN

100 T-114 NURSE CALL 4TH FLOOR PLAN

101 T-124 SECURITY 4TH FLOOR PLAN

TOTAL SHEETS: 101

4'- 0"

M

AX

4'- 0"

M

AX

2'-

" M

AX

2'- 3"

M

IN

1'-6" MIN1. GENERAL CONTRACTOR TO PROVIDE METAL SUPPORT

BLOCKING FOR ALL WALL MOUNTED ACCESSORIES, FIXTURES,

AND EQUIPMENT.

2. PROVIDE ADA SUPPORT BRACKETS PLACED AT ALL OPEN

COUNTERTOPS @ 36"-48" MAX ON CENTER.

3. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER FINISHED

FLOOR TO THE OPERABLE PART OF THE FIXTURE.

4. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL

FIXTURES MAY BE USED. REFER TO SPECIFICATIONS FOR

FIXTURE TYPES USED IN THIS PROJECT.

5. FIXTURES MAY OVERLAP WAINSCOT. WHERE APPLICABLE,

BACKING TO BE PROVIDED AS SHIM FOR FLUSH APPLICATION.

SHIM TO MATCH SCHEDULED WALL FINISH.

6" MAX

9" M

IN

SHOWER

VA TOILET ROOM

TURNING RADIUS

DRINKING

FOUNTAIN

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

4'- 0"

MA

X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

4'- 0"

M

AX

SOAP

DISPENSER

2'-

" M

AX

TO

B

.O . R

EF

LE

CT

IV

E

SU

RF

AC

E

3'- 4"

MA

X

17 MIN

2'- 3"

M

IN

3'- 0"

M

AX

1'-6" MIN

WALL

2'- 9" 4'-

0" M

IN

2'-0" MIN

8" MIN

WALL

LAVATORY

WITH APRON

1'- 5"

M

AX

1'-6" MIN

URINAL

WALL

1'-5" - 1'-7" (AMBULATORY)

1'-4" - 1'-6" (WHEELCHAIR)

CLEAR FLOOR

5'-6"

CLEAR FLOOR

6'-0"

3'-0" MIN

2'- 9"

3'-

0"

1'-0" MIN

3'-6" MIN 1'-0"MAX

4'-6" MIN

1'- 5"

- 1 '-7

1'- 6"

M

IN

(A

NS

I IC

C

A1

.1) 1'-

3" M

IN

(A

DA

/A

BA

2'- 9"

- 3 '-0

WALL

WALL

4'- 0"

M

AX

WALL HOOK

7'- 0"

CLOCK

WALL

FINISHED FLOOR

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

4'- 0"

MA

X

4'- 0"

M

AX

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

CLEAR FLOOR SPACE

@ WATER CLOSET

5'-6"

2'-6"

4'- 0"

2'-6"

4'- 0"

HANDRAILS AND

BUMPERGUARDS

18" MIN

" M

IN

FRONT APPROACH,

PULL SIDE

36" MIN

" M

IN

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PULL SIDE

*12" MIN48

" M

IN

FRONT APPROACH,

PUSH SIDE

**4 2"

M

IN

HINGE APPROACH,

PUSH SIDE

22" MIN 24" MIN*4

8"

M

IN

LATCH APPROACH,

PULL SIDE

24" MIN*4

2"

M

IN

LATCH APPROACH,

PUSH SIDE

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

*54" MIN IF CLOSER

IS PROVIDED

*48" IF CLOSER IS

PROVIDED

FRONT APPROACH,

PUSH SIDE

" M

IN

42" MIN

AREA NAME

150 SF

A101

A101

1 SIM

A

00.0

A101

1 1

A101

LEVEL NAME

00'-00"

00'-00"

4B

3A

FIBERGLASS BATT

INSULATION

RIGID INSULATION

CONCRETE / PRECAST

CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR

PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY

UNIT

STONE / CAST STONE

GYPSUM BOARD SECTION

EXTERIOR SHEATHING

BOARD SECTION

PLYWOOD SECTION

ROOM NAME

000A

150 SF

X0000

6"

3'- 0"

M

AX

ROOM TAG

AREA TAG

SPECIALTY

EQUIPMENT TAG

DOOR TAG

A101

1 SIM 1

A101

SIM

A

ACB ACOUSTIC CEILING BAFFLE

ACP ACOUSTIC CEILING PANEL

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES ACT

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINIUM (TRIM)

AMT AMOUNT

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AT ACOUSTIC CEILING TILE

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C

CAB CABINET

CAV CAVITY

CBB CONCRETE BACKER BOARD

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH BD CHALK BOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CONTRACTOR PROVIDED

CP/CI CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CPT CAROET/CARPET TILE

CS CONCRETE SEALED

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTER

CU FT CUBIC FEET

D

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWP DIMENSIONAL WALL PANEL

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPY EPXOY FLOORING

EQ EQUAL

ETR EXISTING TO REMAIN

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

F

FAB FABRIC

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FP FIRE PROTECTION

FR FIRE RESISTANT

FT FEET

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G

GDR GUARDRAIL

GL GLASS/GLAZING

GRAN GRANITE

GR FL GROUND FLOOR

GT GROUT

GSM GALVANIZED SHEET METAL

GYP BD GYPSUM BOARD

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HMD HOLLOW METAL DOOR PAINT

HMDF HOLLOW METAL DOOR FRAME PAINT

HMWF HOLLOW METAL WINDOW FRAME

PAINT

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

HW HARDWARE

I

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

J-BOX JUNCTION BOX

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LN LINOLEUM

LOC LOCATION

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAT CARPET MAT / WALK-OFF MAT

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

P PAINT

PA PUBLIC ADDRESS

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRB PROFILE BASE

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR THIS PROJECT.

GRID HEAD AND

LINE

LEVEL INDICATOR

MATCH LINE AND

VIEW REFERENCE

NORTH ARROW W/

PROJECT NORTH

SPOT ELEVATION

DETAIL

SECTION

**48" MIN IF BOTH CLOSER

AND LATCH PROVIDED

WALL

SECTION

BUILDING

SECTION

DETAIL

ELEVATION

INTERIOR

ELEVATION

BUILDING

ELEVATION

1 1

6'-0

5'-6

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ ADA LAVATORY

CLEAR FLOOR SPACE @ ADA

DRINKING FOUNTAIN

4"

6"

3"

- 6

1'-

6"

6" MAX

7" - 9" 11" MIN

17" - 25"

" M

IN

6'- 0"

(ANSI ICC A117.1)

39"- 41"

(A

NS

I IC

C

A1

.1)

" M

IN

(A

NS

I IC

C

A1

.1)

3'- 6"

M

AX

5'- 0"

M

AX

R

RAF RESILIENT ATHETIC FLOORING

RB RUBBER BASE/RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RES RESINOUS FLOORING

RES-W RESINOUS / EPOXY WALL / CEILING

RF RUBBER FLOORING

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RSF RESILIENT SHEET FLOORING

RV ROOF VENT

RWC RIGID VINYL WALLCOVERING

S

SC SPECIALTY COATING

SD STATIC DISSIPATIVE FLOORING/TILE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

ST STONE

STD STANDARD

STOR STORAGE

SV SHEET VINYL (ROLLED OR TILE)

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL FACED ACOUSTICLAL TILE

VP VENEERED PLASTER

VT VINYL TILE

VV VA PROVIDED / VA INSTALLED

VWC VINYL WALLCOVERING

VWF VINYL WALL FABRIC

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

WD WOOD

WFAB WALL FABRIC

WPM WATERPROOF MEMBRANE

WSF WELDED SHEET FLOOR

X

X BRACE CROSS BRACE

STANDARD ROLL-IN TYPE

SHOWER COMPARTMENT

SIZE AND CLEARANCE

NOTE: INSIDE FINISHED

DIMENSIONS MEASURED

AT THE CENTER POINTS

OF OPPOSING SIDES

BACK

WALLSIDE

WALL

SIDE

WALL

60 MIN

M

IN

M

IN

ASHRAE 90.1 - 2016 EDITION

BUILDING LOCATION: LOMA LINDA, CA

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 3B

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES FOR HEATING & COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM & MINIMUM

VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5 )

OPAQUE THERMAL ENVELOPE REQUIREMENTS (TABLE 5.5-4):

ROOFS REQUIRED DESIGNED

INSULATION: R-30 c.i. EXISTING METAL BUILDINGS: R-19 + R-11 Ls or R-25 + R-8 Ls EXISTING

ATTIC & OTHER: R-49 EXISTING

WALLS, ABOVE GRADE

MASS: R-9.5 c.i. EXISTING METAL BUILDING: R-0 + R-15.8 c.i. EXISTING STEEL-FRAMED: R-13 + R-7.5 c.i. EXISTING WOOD-FRAMED & OTHER: R-13 + R-3.8 c.i. or R-20 EXISTING

WALL, BELOW GRADE

BELOW-GRADE WALL: R-7.5 c.i. EXISTING

FLOORS

MASS: R-14.6 c.i. EXISTING

STEEL-FRAMED: R-30 EXISTING

WOOD-FRAMED & OTHER R-30 EXISTING

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: R-15 for 24 in. EXISTING HEATED SLABS: R-20 for 24 in. EXISTING

OPAQUE DOORS

SWINGING: U-0.370 EXISTING

NONSWINGING: U-0.310 EXISTING

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

NON-METAL FRAMING (ALL): 0.31 EXISTING

METAL FRAMING, FIXED: 0.38 EXISTING

METAL FRAMING, OPERABLE: 0.46 EXISTING

METAL FRAMING ENTRANCE DOOR: 0.68 EXISTING

DEFINITIONS

c.i. = CONTINUOUS INSULATION Ls = LINEAR SYSTEM

NR = NO (INSULATION) REQUIREMENT

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL CONFIRM

ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN INTENT OF THE ENTIRE

DOCUMENT SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY

WORK TO CONFIRM THE ACCURACY OF THE DRAWINGS, & REPORT ANY DISCREPANCIES

TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS &

EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT

CLEAN & FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES & WARNING SIGNS TO DIVERT & WARN PASSERS-BY OF THE

CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK

AREAS FROM THE EXISTING FACILITIES.

5. ALL TRASH & DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES & CONDITIONS TO REMAIN IN

PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH & REPAIR

ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED

OR REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE

OWNER.

8. COVER ALL RETURN AIR GRILLES WITHIN THE AREA OF CONSTRUCTION TO PREVENT

PARTICULATE MATERIAL FROM EXHAUSTING INTO SURROUNDING SPACES.

9. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE

ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.

10. CONTRACTOR & SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER

DISCIPLINES TO INSTALL COMPLETE & OPERATIONAL SYSTEMS. DRAWINGS, AS A

WHOLE, REPRESENT A COMPLETE SET & DEPICT REQUIREMENTS FOR COMPLETE &

OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE &

ACCURATE INFORMATION TO COORDINATE COMPLETE & OPERATIONAL SYSTEMS, BUT

DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL

DRAWINGS. CONTRACTOR & SUBCONTRACTORS ARE REQUIRED TO REFERENCE OTHER

SHEETS & SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION DOCUMENTS THAT

REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE & OPERATIONAL GOAL. LACK OF

COORDINATION & REVIEW OF DRAWINGS & SPECIFICATIONS AS AN ENTIRE DOCUMENT

TO INSTALL COMPLETE & OPERATIONAL SYSTEMS, BEING OBVIOUS & TYPICAL INDUSTRY

STANDARD, IDENTIFIED IN THE DRAWINGS & SPECIFICATIONS, SHALL NOT BE IN ANY WAY

AN ADDITIONAL COST TO THE GOVERNMENT.

11. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH

SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 21 DAYS IN ADVANCE

OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF,

& APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR INTERRUPTIONS OF ANY

SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60 CALENDAR DAYS PRIOR TO THE

DESIRED TIME & SHALL BE PERFORMED AS DIRECTED BY THE COR. MAJOR

INTERRUPTIONS SHALL BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS & MAY

NOT BE SCHEDULED FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT THE

OVERALL CONSTRUCTION SCHEDULE UNLESS REQUESTED IN WRITING & APPROVED BY

THE COR. CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL OF REQUEST, OR

OF WHICH OTHER DATE &/OR TIME SUCH INTERRUPTION WILL CAUSE THE LEAST

INCONVENIENCE TO OPERATIONS OF THE MEDICAL CENTER. INTERRUPTION TIME

APPROVED BY THE MEDICAL CENTER MAY OCCUR AT TIMES OTHER THAN

CONTRACTOR'S NORMAL WORKING HOURS. SCHEDULE INTERRUPTION MAY BE ON

WEEKENDS OR LATE HOURS & MAY NOT BE AN ADDITIONAL COST TO THE GOVERNMENT.

COORDINATE ALL INTERRUPTIONS THAT MAY AFFECT THE NORMAL OPERATION OF THE

FACILITY WITH THE COR WHEN SUBMITTING THE CONSTRUCTION SCHEDULE OR

UPDATES TO THE CONSTRUCTION SCHEDULE.

12. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR

SBBL COLLABORATIVE, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS

CONTAINING BUILDING MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS

WERE DESIGNED/SPECIFIED AS BUILDING MATERIAL IN ANY OF THE CONSTRUCTION

DOCUMENTS.

13. REFER TO THE DESIGN BINDER FOR THE ICRA INFORMATION DOCUMENTATION.

14. THE DESIGN OF SEISMIC RESTRAINTS OF NON-STRUCTURAL COMPONENTS TO RESIST

SEISMIC LOAD SHALL BE BASED ON SEISMIC DESIGN PARAMETERS INDICATED BELOW IN

ACCORDANCE WITH VA H-18-8 IN CONJUCTION WITH ASCE 7 AND ASCE 41, AS SPECIFIED IN

H-18-8 SECTION 4.0, FOR EXISTING BUILDING RETROFIT PROJECTS. SPECIFIC

REQUIREMENTS FOR CRITICAL AND ESSENTIAL FACILITIES ARE COVERED IN SECTION 4.0

OF H-18-8, INCLUDING APPLYING IP=1.5 FOR ALL NONSTRUCTURAL COMPONENTS IN

CRITICAL FACILITIES.

A. INTERNATIONAL BUILDING CODE 2018 EDITION

B. AMERICAN SOCIETY OF CIVIL ENGINEERS SEISMIC EVALUATION AND RETROFIT OF

EXISTING BUILDINGS ASCE 41-17.

C. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS AND

ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7) 7-16.

D. FACILITY OCCUPANCY CATEGORY PER VA H-18-8: CRITICAL FACILITY

E. SITE CLASS: D

KEYED NOTE TAG

WALL TAG

WINDOW TAG

" M

IN

LATCH APPROACH,

PUSH SIDE

24" MIIN

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO

PARTICIPATE INVOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2018 INTERNATIONAL EXISTING BUILDING CODE (IBEC) (IF APPLICABLE)

• NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC)

• INTERNATIONAL PLUMBING CODE (IPC)

• SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• ASME BOILER AND PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2017 ANSI ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL

CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2007 DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND

NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• FACILITIES GUIDELINES INSTITUTE 2018 (FGI 2018)

• EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND TRANSPORTATION MANAGEMENT.

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 010000 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• 2019 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN.

DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES

EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION.

FD

FD

OCCUPANT LOAD

BUILDING EXIT

FIRE RATED WALL SYMBOLS

EGRESS PATH

1 HOUR FIRE

2 HOUR FIRE

3 HOUR FIRE

4 HOUR FIRE

SMOKE PARTITION

FEC FIRE EXTINGUISHER CABINET

AED AUTOMATED EXTERNAL DEFIBRILLATOR, GC TO

COORDINATE ROUGH-IN CONDITION WITH VA

PROVIDED EQUIPMENT

EXIT LIGHT / SIGN

AREA OF WORK BOUNDARY

STARTING POINT OF FURTHEST LOCATION TO

EXIT STAIR

NFPA 101-2021 EDITION

BUILDING HEIGHT:

5 STORIES, 88'-0" HEIGHT

BUILDING AREA:

4TH FLOOR 161,036 GSF

DEPARTMENT 17,456 GSF

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

BUILDING OCCUPANCY AND CONSTRUCTION TYPE: NFPA 101/NFPA 220:

NFPA 101 CHAPTER 6 OCCUPANCY GROUP CLASSIFICATIONS:

MULTIPLE OCCUPANY: EXISTING HEALTHCARE, AMBULATORY HEALTHCARE, BUSINESS

TYPE II (222)*

BASIS: EXISTING STRUCTURE IS STRUCTURAL STEEL FRAMED WITH REINFORCED CONCRETE. FLOOR SLABS ARE 7.25" CONCRETE ON STEEL DECK, ROOF SLAB IS 6.25" CONCRET. FLOOR-CEILING

ASSEMBLIES ARE POURED GYPSUM CONCRETE SUPPORTED ON SUSPENDED WIRE TRUSSES. ALL

STRUCTURAL STEEL IS PROTECTED WITH SPRAYED ON FIREPROOFING OR FULLY ENCLOSED.

EQUIVALANT IBC CONSTRUCTION TYPE 1-A (SECTION 602.3)

*CONSTRUCTION TYPE IS ESTIMATED BASED ON AS-BUILT DRAWINGS RECEIVED. TESTING OF ALL

FIREPROOFING MATERIALS IS NECESSARY TO VERIFY RATING OF ELEMENTS.

NFPA 220 TABLE 4.1.1 FIRE RESISTANCE RATINGS

CONSTRUCTION TYPE II (222)

BUILDING RATING CONSTRUCTION EXISTING CONDITION

ELEMENT REQUIRED REQUIREMENT

EXTERIOR 2 HR MIN 5" PER ACI N/A

BEARING 216R

WALLS

INTERIOR 2 HR NONE N/A

BEARING

WALLS

COLUMNS 2 HR NONE STRUCTURAL STEEL COLUMNS WITH

SPRAYED ON FIREPROOFING - ASSUME

3-HR RATING

BEAMS 2 HR NONE STRUCTURAL STEEL BEAMS WITH SPRAYED

ON FIREPROOFING - ASSUME 3-HR RATING

FLOOR- 2 HR NONE CONCRETE SLAB ON METAL DECK = 7.25" +

CEILING SUSPENDED POURED GYPSUM CONCRETE

ASSEMBLIES PLATFORM SUPPORTED ON METAL WIRE

WIRE TRUSSES AND HANGER RODS

ROOF-CEILING 0 HR NONE CONCRETE SLAB ON METAL DECK = 6.25" +

SUSPENDED POURED GYPSUM CONCRETE

PLATFORM SUPPORTED ON METAL WIRE

WIRE TRUSSES AND HANGER RODS

INTERIOR 0 HR NONE NEW PARTITIONS TO BE NON-COMBUSTIBLE

NON-BEARING CONSTRUCTION

WALLS

EXTERIOR 0 HR NONE STUCCO ON METAL LATH SUPPORTED BY

NON-BEARING METAL STUD FRAMING

WALLS

FIRE-RESISTIVE REQUIREMENTS:

• NON COMBUSTIBLE MATERIALS FOR STRUCTURAL FRAME, FLOORS, ROOF DECK, EXTERIOR NON-

BEARING WALLS, INTERIOR NON-BEARING WALLS (U.N.O. AT EXTERIOR)

CHAPTER 19: EXISTING HEALTHCARE OCCUPANCY

NFPA CHAPTER 7 REQUIREMENTS

NFPA TABLE 7.3.1.2

USE SF PER PERSON

HEALTHCARE

IN PATIENT TREATMENT 240

BUSINESS 100

INDUSTRIAL

GENERAL AND HIGH HAZARD 100

DEAD END CORRIDOR MAXIMUM DISTANCE: 30' (19.2.5.2)

MAXIMUM COMMON PATH OF TRAVEL: 200' (19.2.6.2.2)

MAXIMUM TRAVEL DISTANCE: 200' (19.2.5.7.2.4.2)

PROTECTED AREAS:

- STORAGE ROOMS/CLEAN/SOILED - REQUIRED VA FIRE PROTECTION DESIGN MANUAL 3.1.A AND PER

NFPA 101: 38.3.2.1 AND 8.7 SMOKE PARTITIONS WITH SPRINKLER PROTECTION, PROVIDED.

FIRE ALARM SYSTEM:

- TIE INTO EXISTING.

STANDPIPES:

- EXISTING

M.5

26 25.5 24 23 171819202122 20.5

M

L

N

25.4 25 24.9

WAITING

4B-100A

FAMILY

CONSULT

4B-100B

BARIATRIC

PATIENT

ROOM

4B-102

BARIATRIC

PATIENT

ROOM

4B-104

PATIENT

ROOM

4B-106

PATIENT

ROOM

4B-108

PAT. TOILET

4B-106A

PAT. TOILET

4B-108A

PATIENT

ROOM

4B-110

PATIENT

ROOM

4B-112

PATIENT

ROOM

4B-114

PAT. TOILET

4B-112A

STAFF

TOILET

4B-119

HAC

4B-121

CLEAN

LINEN

4B-117

PHARMACIST

SHARED

OFFICE

4B-115

NOURISHMENT

STATION

4B-113

CLEAN

UTILITY

4B-111

NURSE

STATION

4B-109

MEDICATION

4B-124

SOILED

UTILITY

4B-107

SHARED

OFFICE

4B-105

STORAGE

4B-103

MED GAS

4B-126

STAFF

TOILET

4B-128

STAFF

LOUNGE

4B-142

PATIENT

ROOM

4B-141

PATIENT

ROOM

4B-139

PATIENT

ROOM

4B-137

PATIENT

ROOM

4B-135

PATIENT

ROOM

4B-133

PATIENT

ROOM

4B-131

A.I.I.

PATIENT

ROOM

4B-129

A.I.I.

PATIENT

ROOM

4B-127

A.I.I.

PATIENT

ROOM

4B-125

A.I.I.

PATIENT

ROOM

4B-123

CONSULT

4B-101

CORRIDOR

C4-2A

EQUIPMENT

STORAGE

4B-122

OFFICE

4B-120B

NURSE MGR

4B-118

NURSE SUPV

4B-116

CORRIDOR

C4-05

CORRIDOR

C4-03

CORRIDOR

CA-1A

PAT. TOILET

4B-141A

PAT. TOILET

4B-139A

PAT. TOILET

4B-137A

PAT. TOILET

4B-135A

PAT. TOILET

4B-133A

PAT. TOILET

4B-131A

PAT. TOILET

4B-129A

PAT. TOILET

4B-127A

PAT. TOILET

4B-125A

PAT. TOILET

4B-123A

BAR. TOILET

4B-104A

BAR.

TOILET

4B-102A

CORRIDOR

MA04-20

EQUIPMENT

ROOM

SB04-1A

49'-6"

188'-0" TRAVEL DISTANCE

SERVBAY

SB04-1

ALCOVE

CRASH

CART

4B-116A

OCCUPANT

LOAD EGRESS

FEC-2

FE

C-

FEC-2

AED

STAIR

ST04-1

FEC-2

ALCOVE

4B-000

BCBU

4B-120A

ANTEROOM

4B-129B

ANTEROOM

4B-125B

PAT. TOILET

4B-110A

PAT. TOILET

4B-114A

154'-6" TRAVEL DISTANCE

170'-0" TRAVEL DISTANCE 182'-0" TRAVEL DISTANCE

OCCUPANT

LOAD EGRESS

SCOPE OF

WORK

CLERK OFFICE

4A-15

SUPPLY

4A-15E

SUPPLY

4A-15D

OFFICE

4A-08

OFFICE

4A-08A

OFFICE

4A-15B

OFFICE

4A-15C

CORRIDOR

4A-01

EQUIP.

ALCOVE

4B-146

1/8" = 1'-0"

FD FD

M.5

26 25.5 24 23 171819202122 20.5

M

L

N

25.4 25 24.9

WAITING

4B-100A

FAMILY

CONSULT

4B-100B

BARIATRIC

PATIENT

ROOM

4B-102

BARIATRIC

PATIENT

ROOM

4B-104

PATIENT

ROOM

4B-106

PATIENT

ROOM

4B-108

PAT. TOILET

4B-106A

PAT. TOILET

4B-108A

PATIENT

ROOM

4B-110

PATIENT

ROOM

4B-112

PATIENT

ROOM

4B-114

PAT. TOILET

4B-112A

STAFF

TOILET

4B-119

HAC

4B-121

CLEAN

LINEN

4B-117

PHARMACIST

SHARED

OFFICE

4B-115

NOURISHMENT

STATION

4B-113

CLEAN

UTILITY

4B-111

NURSE

STATION

4B-109

MEDICATION

4B-124

SOILED

UTILITY

4B-107

SHARED

OFFICE

4B-105

STORAGE

4B-103

MED GAS

4B-126

STAFF

TOILET

4B-128

STAFF

LOUNGE

4B-142

PATIENT

ROOM

4B-141

PATIENT

ROOM

4B-139

PATIENT

ROOM

4B-137

PATIENT

ROOM

4B-135

PATIENT

ROOM

4B-133

PATIENT

ROOM

4B-131

A.I.I.

PATIENT

ROOM

4B-129

A.I.I.

PATIENT

ROOM

4B-127

A.I.I.

PATIENT

ROOM

4B-125

A.I.I.

PATIENT

ROOM

4B-123

CONSULT

4B-101

CORRIDOR

C4-2A

EQUIPMENT

STORAGE

4B-122

OFFICE

4B-120B

NURSE MGR

4B-118

NURSE SUPV

4B-116

CORRIDOR

C4-05

CORRIDOR

C4-03

CORRIDOR

CA-1A

PAT. TOILET

4B-141A

PAT. TOILET

4B-139A

PAT. TOILET

4B-137A

PAT. TOILET

4B-135A

PAT. TOILET

4B-133A

PAT. TOILET

4B-131A

PAT. TOILET

4B-129A

PAT. TOILET

4B-127A

PAT. TOILET

4B-125A

PAT. TOILET

4B-123A

BAR. TOILET

4B-104A

BAR.

TOILET

4B-102A

CORRIDOR

MA04-20

EQUIPMENT

ROOM

SB04-1A

TEMPORARY ICRA BARRIER:

1-HR WALL & 45-MIN DOOR TO REMAIN

THROUGHOUT CONSTRUCTION, REF 1/GI-003

SERVBAY

SB04-1

ALCOVE

CRASH

CART

4B-116A

FE

C-

FEC-2

AED

STAIR

ST04-1

TEMPORARY ICRA BARRIER:

1-HR WALL TO REMAIN THROUGHOUT

CONSTRUCTION, REF 2/GI-003

TEMPORARY ICRA BARRIER:

1-HR WALL & 45-MIN DOOR TO REMAIN

THROUGHOUT CONSTRUCTION

BCBU

4B-120A

WALK OFF MAT

WALK OFF MAT

WALK OFF MAT

SCOPE OF

WORK

TEMPORARY ICRA BARRIER:

1-HR WALL & 45-MIN DOOR TO REMAIN

THROUGHOUT CONSTRUCTION, REF 1/GI-003

WALK OFF MAT

CLERK OFFICE

4A-15

SUPPLY

4A-15E

SUPPLY

4A-15D

OFFICE

4A-08

OFFICE

4A-08A

OFFICE

4A-15B

OFFICE

4A-15C

CORRIDOR

4A-01 PAT. TOILET

4B-114A

PAT. TOILET

4B-110A

EQUIP.

ALCOVE

4B-146

1. THE ICRA DESIGNATION FOR THIS PROJECT IS CONSTRUCTION TYPE 'D' & LEVEL 'IV' CLASS

OF PRECAUTION OF INFECTION CONTROL ACTIVITIES. HARD SURFACE BARRIERS SHALL BE

USED.

2. WITH REGARD FOR REMEDIATION REQUIREMENTS, AN ENTRY VESTIBULE FOR CLOTHING

CHANGES TO TYVEK SUITS SHALL BE PROVIDED ADJACENT TO THE HARD SURFACE BARRIER

OR ENTRY VESTIBULE. UPON COMPLETION OF THE CONSTRUCTION PHASE, DUST BARRIERS

SHALL BE REMOVED CAREFULLY TO MINIMIZE SPREADING OF DUST AND THE CONTRACTOR

SHALL TEMPORARY DUST PROTECTION IN PLACE BEFORE REMOVAL OF THE HARD SURFACE

BARRIERS. A DWYER GAUGE SHALL BE USED AT THE CONSTRUCTION ENTRY TO VALIDATE

NEGATIVE AIR FLOWS. AFTER EACH PHASE, PERFORM TASKS STATED IN NOTE 11.

3. TRAFFIC CONTROL: CONTRACTOR SHALL PROVIDE STICKY MATS AT PLASTIC BARRIER

ENTRANCES OR CONSTRUCTION ENTRY VESTIBULE AND CHANGE DAILY OR MORE OFTEN AS

NEEDED TO PREVENT THE SPREAD OF DUST AND DEBRIS INTO ADJACENT CLEAN SPACE.

ANY DUST TRACKED OUTSIDE OF THE CONSTRUCTION ENTRY SHALL BE IMMEDIATELY

CLEANED. EGRESS PATHS SHALL BE FREE OF DEBRIS AND COR SHALL DESIGNATE

ELEVATORS FOR USE DURING APPROVED WORKING HOURS. ONLY AUTHORIZED PERSONNEL

SHALL BE ALLOWED TO ENTER THE CONSTRUCTION AREA. SIGNAGE SHALL DIRECT

PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREA AND MATERIALS. REFER

SECURITY INFORMATION FOR ALTERNATE ACCESS REQUIREMENTS.

4. MATERIAL TRANSPORT: CONTRACTOR SHALL USE ISOLATION CARTS TO TRANSFER

CONSTRUCTION MATERIAL IN AND OUT OF THE CONSTRUCTION AREA. A CLEAN CART SHALL

BE USED FOR TRANSPORTING MATERIAL TO THE CONSTRUCTION AREA. CARTS ARE TO BE

CLEANED AND COVERED BEFORE LEAVING THE CONSTRUCTION AREA.

5. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH TIGHTLY FITTED COVERS.

DEBRIS TRANSPORT TRAFFIC ROUTES SHALL BE ESTABLISHED TO MINIMIZE USE OF

ELEVATORS. TRANSPORT OF DEBRIS WILL OCCUR DURING THE LOWEST PERIOD OF

ACTIVITY IN THE ADJACENT UNIT. DEBRIS SHALL BE REMOVED DAILY AND AT TIMES

SPECIFIED BY THE COR.

6. AIR SYSTEM FLOW: THE COR SHALL VERIFY AND NOTIFY THE CONTRACTOR WHETHER THE

CONSTRUCTION AREA USES FRESH/OUTSIDE OR RE-CIRCULATED AIR. FILTERS SHALL BE

ADDED OR RETURN VENTS COVERED WITH FILTER MATERIAL OR PLASTIC. AIR MUST FLOW

FROM CLEAN TO DIRTY AREAS.

7. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA SHALL BE NEGATIVE

WITH RESPECT TO SURROUNDING AREAS AND WITH NO DISRUPTION TO AIR SYSTEMS OF

ADJACENT AREAS. USE OF THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE

TO REMOVE DUST SHALL PASS AIR THROUGH AN INDUSTRIAL GRADE PORTABLE HEPA FILTER

CAPABLE OF FILTRATION RATES OF 300-800 CUBIC FEET PER MINUTE. SYSTEM SHALL

MAINTAIN NEGATIVE PRESSURE REQUIREMENT OF -0.03". FOR CONSTRUCTION AREA AIR

RETURNED TO THE HVAC SYSTEM, A PRE-FILTER AND HEPA FILTER SHALL BE USED BEFORE

EXHAUST TO PREVENT CONTAMINATION OF HVAC SYSTEM DUCTING.

8. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT CEILING SHALL BE

VERIFIED DAILY.

9. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND CONTRACTOR SHALL

VERIFY AND MAINTAIN PROPER AIR EXCHANGE RATES IN CRITICAL AREAS NEAR

CONSTRUCTION ACTIVITY. CONTRACTOR TO ENSURE AIR IS RE-CIRCULATED WITH

FILTRATION FROM ALL CONSTRUCTION AREAS. PROVIDE AIR PRESSURE TESTING

THROUGHOUT THE PROJECT IN ACCORDANCE WITH COR PROVIDED REQUIREMENTS.

10. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHALL BE FREE OF LOOSE

SOIL AND DEBRIS BEFORE LEAVING THE CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS

NOT WORN (EXAMPLES: COVERALLS, FOOTGEAR, AND HEADGEAR) A HEPA-FILTERED

VACUUM SHALL BE USED TO REMOVE DUST FROM CLOTHING BEFORE LEAVING THE

BARRICADE. IF PROTECTIVE APPAREL IS UTILIZED, THE CONTRACTOR SHALL CONSTRUCT A

SPACE OR ANTEROOM FOR CHANGING OF CLOTHING.

11. POST CONSTRUCTION: DO NOT REMOVE BARRIERS AND KEEP ALL HVAC ISOLATION IN

PLACE UNTIL CONTRACTOR HAS CLEANED THE CONSTRUCTION SITE, VA EMS STAFF HAS

PERFORMED A TERMINAL CLEANING, AND VA INFECTIOUS DISEASE CONTROL HAS

INSPECTED AND APPROVED THE CLEANING.

12. FIRE ALARMS AND OTHER LIFE SAFETY FIXTURES WITHIN THE ICRA BARRIERS OF THE

CONSTRUCTION AREA SHALL BE TEMPORARILY RELOCATED TO THE OUTSIDE OF BARRIERS.

13. REFER TO SPECIFICATION SECTION 01 35 26 "SAFETY REQUIREMENTS" FOR ADDITIONAL

ILSM PROCEDURES AS REQUIRED BY THE VA DURING CONSTRUCTION ACTIVITIES.

BASE

PLAN

HEAD

UNDERSIDE OF STRUCTURE

LINE OF CEILING, REF RCP

METAL RUNNER FASTENED

@ 24" OC

WALL FINISH, REF FINISH

SCHEDULE

5/8" "TYPE X" GYPSUM BOARD,

EACH SIDE

METAL RUNNER, FASTENED

@ 24" OC

FINISH FLOOR, REF FINISH

SCHEDULE

BASE AS SCHEDULED

METAL STUD FRAMING

@ 16" OC

FIRE RATED SEALANT AROUND

PERIMETER

FIRE RATED SEALANT AROUND

PERIMETER

ARCHITECTURAL SCOPE OF WORK

EXISTING WALLS TO REMAIN

EXISTING AREA TO REMAIN

1 HOUR FIRE

SMOKE PARTITION

1 1/2" = 1'-0"

FD

M.5

26 25.5 24 23 171819202122 20.5

M

L

N

25.4 25 24.9

WAITING

4B-100A

FAMILY

CONSULT

4B-100B

BARIATRIC

PATIENT

ROOM

4B-102

BARIATRIC

PATIENT

ROOM

4B-104

PATIENT

ROOM

4B-106

PATIENT

ROOM

4B-108

PAT. TOILET

4B-106A

PAT. TOILET

4B-108A

PATIENT

ROOM

4B-110

PATIENT

ROOM

4B-112

PATIENT

ROOM

4B-114

PAT. TOILET

4B-112A

STAFF

TOILET

4B-119

HAC

4B-121

CLEAN

LINEN

4B-117

PHARMACIST

SHARED

OFFICE

4B-115

NOURISHMENT

STATION

4B-113 CLEAN

UTILITY

4B-111 MEDICATION

4B-124

SOILED

UTILITY

4B-107

SHARED

OFFICE

4B-105

STORAGE

4B-103

MED GAS

4B-126

STAFF

TOILET

4B-128

STAFF

LOUNGE

4B-142

PATIENT

ROOM

4B-141

PATIENT

ROOM

4B-139

PATIENT

ROOM

4B-137

PATIENT

ROOM

4B-135

PATIENT

ROOM

4B-133

PATIENT

ROOM

4B-131

A.I.I.

PATIENT

ROOM

4B-129

A.I.I.

PATIENT

ROOM

4B-127

A.I.I.

PATIENT

ROOM

4B-125

A.I.I.

PATIENT

ROOM

4B-123

CONSULT

4B-101

CORRIDOR

C4-2A

EQUIPMENT

STORAGE

4B-122

OFFICE

4B-120B

NURSE MGR

4B-118

NURSE SUPV

4B-116

CORRIDOR

C4-05

CORRIDOR

CA-1A

PAT. TOILET

4B-141A

PAT. TOILET

4B-139A

PAT. TOILET

4B-137A

PAT. TOILET

4B-135A

PAT. TOILET

4B-133A

PAT. TOILET

4B-131A

PAT. TOILET

4B-129A

PAT. TOILET

4B-127A

PAT. TOILET

4B-125A

PAT. TOILET

4B-123A

BAR. TOILET

4B-104A

BAR.

TOILET

4B-102A

CORRIDOR

MA04-20

EQUIPMENT

ROOM

SB04-1A

SERVBAY

SB04-1

NURSE

STATION

4B-109

CORRIDOR

C4-03

ALCOVE

CRASH

CART

4B-116A

PAT. TOILET

4B-110A

PAT. TOILET

4B-114A

EQUIP.

ALCOVE

4B-146

ALCOVE

4B-000

BCBU

4B-120A

ANTEROOM

4B-125B

ANTEROOM

4B-129B

CORRIDOR

C4-02

CLERK OFFICE

4A-15

SUPPLY

4A-15E

SUPPLY

4A-15D

OFFICE

4A-08

OFFICE

4A-08A

OFFICE

4A-15B

OFFICE

4A-15C

CORRIDOR

4A-01

160'-7 1/2"

4. KEEP EXISTING E-6. ADD A VFD TO THE FAN TO ALLOW THE

UNIT TO TURN DOWN TO THE REQUIRED AIRFLOW.

3. KEEP EXISTING AHU-31. ADD A VFD TO THE FAN TO ALLOW

THE UNIT TO TURN DOWN TO THE REQUIRED AIRFLOW. REF. TO

BID DEDUCT GENERAL NOTE 1 ON SHEET MD104.

2. OMIT PATIENT LIFT IN THE NORTHERN CORRIDOR.

PATIENT LIFT SPAN IS 160'-7 1/2".

6. REPLACE ALL SIDE LIGHT DOOR TYPE WITH FLUSH TYPE

DOORS. OPTION TO REMOVE ANY FROSTED GLAZING ON GLASS.

5. KEEP EXISTING HORIZONTAL STORM DRAIN PIPING. REF. TO

BID DEDUCT GENERAL NOTE 1 ON SHEET PD104.

1. DEDUCT BLAST RESISTANT GLAZING ON THE SOUTH

ELEVATION ONLY. MAINTAIN EXISTING MULLIONS ON

SOUTH ELEVATION WINDOWS

ARCHITECTURAL SCOPE OF WORK

EXISTING WALLS TO REMAIN

EXISTING AREA TO REMAIN

1 HOUR FIRE

SMOKE PARTITION

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

6 Veterans

Health Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR SBBL

COLLABORATIVE JV, INC

100 N Stone Ave, Ste 1102 Tucson, AZ 85701

(405) 842-6100

STRUCTURAL / CIVIL

ENGINEER

GREGORY P. LUTH &

ASSOCIATES

3350 SCOTT BLVD,

BUILDING 48

SANTA CLARA, CA 95054

(408) 654-0475

ARCHITECTURE / MECHANICAL /

ELECTRICAL / PLUMBING /

TECHNICAL ENGINEER

SPUR SBBL

COLLABORATIVE JV, INC

100 N STONE AVE, STE

TUCSON, AZ, 85701

(405) 842-6100

FIRE PROTECTION

ENGINEER

POOLE FIRE

PROTECTION, INC.

19910 WEST 161ST

STREET

OLATHE, KANSAS 66062

(913) 829-8690

FU

LL

Y

SP

R

IN

K

LE

R

ED

ENVIORNMENTAL

ENGINEER

RIVERFRONT SAFTEY &

HEALTH, LC

11140 SOUTH TOWNE

SQUARE, SUIT 100

ST. LOUIS, MO 63123

(314) 917-0148

2/1 5/2

1 6

:23 :17

P M

CD 6JR

4NW MED/SURG WARD RENOVATION

08-13-2021

605-20-207

JERRY L PETTIS MEMORIAL VAMC HOSPITAL

11201 BENTON STREET

LOMA LINDA, CA 92537-0001

4TH FLOOR

- ASBESTOS REMEDIATION PLAN

HA101

UPDN

MICU

SB04-1A

EQUIP RM

STORAGE

4B-28

OFFICE

4B-20

NOURISH ST

4B-23

MED RM

4B-23A

BREAK RM 4B-30B

STORAGE

ST04-1

STAIR

4B-24A

PAT TOIL

4B-24

PAT RM 2B

4B-24B

PAT RM 2B

4B-25A

PAT TOIL

4B-26A

PAT TOIL

4B-26

PAT RM 2B

4B-27

PAT RM 1B

4B-29A

PAT TOIL

4B-29

PAT RM 4B

4B-31A

PAT TOIL

4B-09J

PAT RM 1B

4B-09H

PAT RM 1B

4B-36H

PAT RM 1B

4B-09E

SOILED

4B-09F

4B-09G

NOURISH ST

4B-36G

RESTROOM

4B-09D

CLEAN UTIL

4B-08

STORAGE

SH04-1

SHAFT

4B-33A

RESTROOM

4B-06

NURSE MGR

4B-33

QUARTERS

4B-11

WAITING RM

4B-13

PAT RM 2B

4B-10

EMS

4B-13A

PAT TOIL

4B-16

PAT RM 2B

4B-14

PAT RM 2B

4B-14A

RESTROOM

4B-18

PAT RM 4B

4B-18A

PAT TOIL

4B-21

PAT RM 2B

4B-21A

PAT TOIL

4B-22

PAT RM 2B

4B-22A

PAT TOIL

4B-19

SOILED

4B-17

STORAGE

4B-15

MONITORING

LOCKERS

4B-32A

RESTROOM

CONG BATH

4B-09C

BREAK RM

4B-09B

SERVER RM

4B-094B-27A

PAT TOIL

C4-07

CORR

ACC 04/01

ANTE RM

C4-04

NURSE STAT

C4-09

CORR

4B-07

STAFF LCKR

4B-25

PAT RM 1B

4A-14

WORK RM

C4-03

CORR

C4-05

CORR

C4-06

CORR

4B-30

4B-32 4B-12

4B-16A

RESTROOM

UTILITY

UTILITY

ASBESTOS KEY NOTES AND VISUAL KEY

REMOVE CURTAIN WALL SYSTEM WITH ASBESTOS

TRANSITE PANELS AND PRESUMED ASBESTOS CAULKS

ON ADJACENT SUBSTRATES USING MANUAL MEANS

WITHIN A GROSS REMOVAL CONTAINMENT, 70

TRANSITE PANELS (750 FT² TOTAL), (365 FT OF CURTAIN

WALL), (2,000 FT OF WEATHER CAULK). EXTERIOR

ASBESTOS SURFACING PRESENT.

REMOVE RESILIENT ASBESTOS FLOOR TILE USING

MANUAL MEANS AND ASSOCIATED ASBESTOS MASTIC

USING APPROVED CHEMICAL SOLVENT WITHIN A

GROSS REMOVAL CONTAINMENT, 8,356 FT² TOTAL.

REMOVE NON-ASBESTOS FLOORING AND UNDERLYING

ASBESTOS BLACK MASTIC USING MANUAL MEANS AND

APPROVED CHEMICAL SOLVENT WITHIN A GROSS

REMOVAL CONTAINMENT, 1,485 FT² TOTAL.

EXTERIOR ASBESTOS CONTAINING STUCCO

SURFACING PRESENT. PROTECT AS NECESSARY.

ASBESTOS FLOOR TILE AND UNDERLYING ASBESTOS

MASTIC PRESENT. PROTECT AS NECESSARY.

A1

A2

ABATEMENT KEY NOTES AND VISUAL KEY

LIMITS OF NEGATIVE PRESSURE CONTAINMENT

SUGGESTED LOCATIONS OF NEGATIVE AIR MACHINES

EQUIPPED WITH 3 STAGE HEPA FILTRATION. PROVIDE

AIR TUBING (TUNNELS) AND LOCALIZED AIR MACHINES

AS NECESSARY TO MAINTAIN NEGATIVE PRESSURE

DIFFERENTIAL OF 0.03IN WG THROUGHOUT.

SUGGESTED LOCATION OF INTAKE AIR FOR NEGATIVE

PRESSURE CONTAINMENT. MAINTAIN NEGATIVE

PRESSURE DIFFERENTIAL THROUGHOUT. REMOVE

PORTIONS OF NON-ASBESTOS INTERIOR DRYWALL

WHERE NECESSARY TO ALLOW FOR SUFFICIENT AIR

FLOW.

MANDATORY CONTINUOUS RECORDING MANOMETERS

REQUIRED.

TEMPORARY SEALED ICRA BARRIER WALL TO ALLOW

FOR REMOVAL OF ASBESTOS CURTAIN WALL WINDOW

SYSTEM. COORDINATE INSTALLATION AS PROVIDED BY

GENERAL CONTRACTOR.

ICRA BARRIER WALL WITH LOCK READY SELF CLOSING

DOOR REQUIRED AT LOAD-OUT AND

DECONTAMINATION AREAS. COORDINATE AS PROVIDED

BY GENERAL CONTRACTOR.

M

V

R

B1

B

M M M M M

MA1 A1 A1R

A2

A2

A1 A1 A1

5-stage Decon

3-stage Loadout

B1

R B V

R B V

A1

M B1

B

M

ABATEMENT GENERAL NOTES

NEGATIVE PRESSURE ENCLOSURE (NPE) BOUNDARY:

ALL PENETRATIONS ARE TO BE SEALED OR OTHERWISE

ISOLATED FROM NPE WITH 6 MIL LAYER OF FIRE

RETARDANT (FR) POLY SHEETING AS A CRITICAL

BARRIER. COMPLETE ENCLOSURE SHALL INCLUDE

WALLS, FLOORS, AND CEILING.

HEPA FILTERED NEGATIVE AIR MACHINES (2000 CFM)

TO MAINTAIN REGULATED AREA UNDER NEGATIVE

PRESSURE DIFFERENTIAL OF -0.03 IN WG DURING

REGULATED ACTIVITIES(VERIFY/DOCUMENT WITH

ELECTRONIC RECORDING MANOMETER). EXHAUST AIR

TO BE DISCHARGED OUTDOORS THROUGH NEARBY

WINDOW UNITS.

FIVE STAGE DECONTAMINATION STATION (WITH

SHOWER) TO BE CONSTRUCTED OF 2 LAYER 6 MIL FR

POLY AND USED FOR PERSONAL DECONTAMINATION

PURPOSES.

THREE STAGE WASTE LOAD OUT CHAMBERS TO BE

CONSTRUCTED OF TWO LAYERS 6 MIL FR POLY AND

EQUIPPED WITH FACILITY TO WET WIPE AND/OR HEPA

VACUUM BAGGED WASTE AND TOOLS.

DO NOT IMPACT ASBESTOS CONTAINING EXTERIOR

STUCCO DURING ATTACHMENT AND REMOVAL OF AIR

SEALS NEAR TEMPORARY BARRIER WALLS.

AFFIX 6-MIL FR POLY AND PROTECT ICRA BARRIER

WALLS TO PREVENT CONTAMINATION.

REMOVE CABINETS, VANITY, DESK STATION, OR

PORTIONS OF WALLS TO ACCESS AND REMOVE

ASBESTOS FLOOR TILE AND/OR UNDERLYING

ASBESTOS BLACK MASTIC WHERE PRESENT. MAINTAIN

COVERS AS REQUIRED TO PREVENT CONTAMINATION.

4B-31

PAT RM 4B

4TH FLOOR - ASBESTOS PLAN1

BID DOCUMENTS

e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

6 Veterans

Health Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR SBBL

COLLABORATIVE JV, INC

100 N Stone Ave, Ste 1102 Tucson, AZ 85701

(405) 842-6100

FU

LL

Y

SP

R

IN

K

LE

R

ED

2/1 5/2

1 6

:23 :17

P M

CD 7JR

4NW MED/SURG WARD RENOVATION

08-13-2021

605-20-207

JERRY L PETTIS MEMORIAL VAMC HOSPITAL

11201 BENTON STREET

LOMA LINDA, CA 92537-0001

4TH FLOOR

- LEAD REMEDIATION PLAN

HA102

ABATEMENT KEY NOTES AND VISUAL KEY

LIMITS OF NEGATIVE PRESSURE CONTAINMENT

SUGGESTED LOCATIONS OF NEGATIVE AIR MACHINES

EQUIPPED WITH 3 STAGE HEPA FILTRATION. PROVIDE

AIR TUBING (TUNNELS) AND LOCALIZED AIR MACHINES

AS NECESSARY TO MAINTAIN NEGATIVE PRESSURE

DIFFERENTIAL OF 0.02IN WG THROUGHOUT.

SUGGESTED LOCATION OF INTAKE AIR FOR NEGATIVE

PRESSURE CONTAINMENT, MAINTAIN NEGATIVE

PRESSURE DIFFERENTIAL THROUGHOUT. REMOVE

PORTIONS OF NON-ASBESTOS INTERIOR DRYWALL

WHERE NECESSARY TO ALLOW FOR SUFFICIENT AIR

FLOW.

MANDATORY CONTINUOUS RECORDING MANOMETERS

REQUIRED.

TEMPORARY SEALED ICRA BARRIER WALL TO ALLOW

FOR REMOVAL OF ASBESTOS CURTAIN WALL WINDOW

SYSTEM. COORDINATE INSTALLATION AS PROVIDED BY

GENERAL CONTRACTOR.

ICRA BARRIER WALL WITH LOCK READY SELF CLOSING

DOOR REQUIRED AT LOAD-OUT AND

DECONTAMINATION AREAS. COORDINATE AS PROVIDED

BY GENERAL CONTRACTOR.

M

V

R

B1

B

UPDN

MICU

SB04-1A

EQUIP RM

STORAGE

4B-28

OFFICE

4B-20

NOURISH ST

4B-23

MED RM

4B-23A

BREAK RM 4B-30B

STORAGE

ST04-1

STAIR

4B-24A

PAT TOIL

4B-24

PAT RM 2B

4B-24B

PAT RM 2B

4B-25A

PAT TOIL

4B-26A

PAT TOIL

4B-26

PAT RM 2B

4B-27

PAT RM 1B

4B-29A

PAT TOIL

4B-29

PAT RM 4B

4B-31

PAT RM 4B

4B-31A

PAT TOIL

4B-09J

PAT RM 1B

4B-09H

PAT RM 1B

4B-36H

PAT RM 1B

4B-09E

SOILED

4B-09F

4B-09G

NOURISH ST

4B-36G

RESTROOM

4B-09D

CLEAN UTIL

4B-08

STORAGE

SH04-1

SHAFT

4B-33A

RESTROOM

4B-06

NURSE MGR

4B-33

QUARTERS

4B-11

WAITING RM

4B-13

PAT RM 2B

4B-10

EMS

4B-13A

PAT TOIL

4B-16

PAT RM 2B

4B-14

PAT RM 2B

4B-14A

RESTROOM

4B-18

PAT RM 4B

4B-18A

PAT TOIL

4B-21

PAT RM 2B

4B-21A

PAT TOIL

4B-22

PAT RM 2B

4B-22A

PAT TOIL

4B-19

SOILED

4B-17

STORAGE

4B-15

MONITORING

LOCKERS

4B-32A

RESTROOM

CONG BATH

4B-09C

BREAK RM

4B-09B

SERVER RM

4B-094B-27A

PAT TOIL

C4-07

CORR

ACC 04/01

ANTE RM

C4-04

NURSE STAT

C4-09

CORR

4B-07

STAFF LCKR

4B-25

PAT RM 1B

4A-14

WORK RM

C4-03

CORR

C4-05

CORR

C4-06

CORR

4B-30

4B-32 4B-12

4B-16A

RESTROOM

UTILITY

UTILITY

5-stage Decon

3-stage Loadout

B1

B1

B

LEAD KEY NOTES AND VISUAL KEY

REMOVE LEAD CONTAINING CERAMIC WALL TILES

(LARGE AREAS) AND ASSOCIATED BACKING BOARD

WITHIN THE REGULATED WORK AREA, NEGATIVE

PRESSURE CONTAINMENT, 4 LOCATIONS, 2,100 SF

TOTAL. USE ADDITIONAL DROP CLOTH AND REDUCE

BREAKAGE DURING REMOVAL WITH MANUAL MEANS.

REMOVE LEAD CONTAINING CERAMIC WALL TILES AND

ASSOCIATED BACKER BOARD IN AREA AT WALL

MOUNTED SINKS WITHIN THE REGULATED WORK AREA,

NEGATIVE PRESSURE CONTAINMENT, 19 LOCATIONS

THROUGHOUT, 390 SF TOTAL. USE ADDITIONAL DROP

CLOTH AND REDUCE BREAKAGE DURING REMOVAL

WITH MANUAL MEANS.

REMOVE LEAD CONTAINING CERAMIC BATH TUB IN

WHOLE USING MANUAL METHODS WITHIN THE

REGULATED WORK AREA,NEGATIVE PRESSURE

CONTAINMENT, 2 FULL SIZE TUBS IN 2 ROOMS. REMOVE

WITH MANUAL MEANS.

REMOVE LEAD CONTAINING CERAMIC SINKS IN WHOLE

WITHIN THE ISOLATED WORK AREA, NEGATIVE

PRESSURE CONTAINMENT. SINKS ARE WALL MOUNTED

AND CABINET MOUNTED, 39 SINKS TOTAL

THROUGHOUT.

REMOVE LEAD CONTAINING CERAMIC TOILETS IN

WHOLE USING MANUAL MEANS WITHIN THE REGULATED

WORK AREA, NEGATIVE PRESSURE CONTAINMENT, 19

TOILETS TOTAL THROUGHOUT.

REMOVE LEAD PAINTED CLOTHING LOCKERS USING

MANUAL MEANS WITHIN THE REGULATED WORK AREA,

NEGATIVE PRESSURE CONTAINMENT, 10 LF OF 8 FT

TALL LOCKERS.

REMOVE LEAD CONTAINING FLOOR MOUNTED BASIN IN

WHOLE USING MANUAL MEANS WITHIN THE ISOLATED

WORK AREA,NEGATIVE PRESSURE CONTAINMENT, 1

BASIN TOTAL.

M M M M M

B1

M

MR

R B V

R B V

M

L1

L2

L3

L4

L5

L6

L7

L4

L2 L4 L5

L2 L4 L5

L4

L2 L4 L5

L4 L4 L2 L4 L5

L4 L2

L4 L2

L4 L2

L4 L4

L4

L4 L2

L2 L4

L4

L2 L4 L5

L2 L4 L5

L4 L4

L2 L4 L5

L4

L2 L4 L5

L2 L4 L5

L7

L2 L3 L5

L4

L1

L1 L4 L5

L2 L4

L2 L6

L5

L1 L3

ABATEMENT GENERAL NOTES

NEGATIVE PRESSURE ENCLOSURE (NPE) BOUNDARY:

ALL PENETRATIONS ARE TO BE SEALED OR OTHERWISE

ISOLATED FROM NPE WITH 6 MIL LAYER OF FIRE

RETARDANT (FR) POLY SHEETING AS A CRITICAL

BARRIER. COMPLETE ENCLOSURE SHALL INCLUDE

WALLS, FLOORS, AND CEILING.

HEPA FILTERED NEGATIVE AIR MACHINES (2000 CFM)

TO MAINTAIN REGULATED AREA UNDER NEGATIVE

PRESSURE DIFFERENTIAL OF -0.03 IN WG DURING

REGULATED ACTIVITIES(VERIFY/DOCUMENT WITH

ELECTRONIC RECORDING MANOMETER). EXHAUST AIR

TO BE DISCHARGED OUTDOORS THROUGH NEARBY

WINDOW UNITS.

FIVE STAGE DECONTAMINATION STATION (WITH

SHOWER) TO BE CONSTRUCTED OF 2 LAYER 6 MIL FR

POLY AND USED FOR PERSONAL DECONTAMINATION

PURPOSES.

THREE STAGE WASTE LOAD OUT CHAMBERS TO BE

CONSTRUCTED OF TWO LAYERS 6 MIL FR POLY AND

EQUIPPED WITH FACILITY TO WET WIPE AND/OR HEPA

VACUUM BAGGED WASTE AND TOOLS.

DO NOT IMPACT ASBESTOS CONTAINING EXTERIOR

STUCCO DURING ATTACHMENT AND REMOVAL OF AIR

SEALS NEAR TEMPORARY BARRIER WALLS.

AFFIX 6-MIL FR POLY AND PROTECT ICRA BARRIER

WALLS TO PREVENT CONTAMINATION.

REMOVE CABINETS, VANITY, DESK STATION, OR

PORTIONS OF WALLS TO ACCESS AND REMOVE

ASBESTOS FLOOR TILE AND/OR UNDERLYING

ASBESTOS BLACK MASTIC WHERE PRESENT. MAINTAIN

COVERS AS REQUIRED TO PREVENT CONTAMINATION.

STRUCTURAL / CIVIL

ENGINEER

GREGORY P. LUTH &

ASSOCIATES

3350 SCOTT BLVD,

BUILDING 48

SANTA CLARA, CA 95054

(408) 654-0475

ARCHITECTURE / MECHANICAL /

ELECTRICAL / PLUMBING /

TECHNICAL ENGINEER

SPUR SBBL

COLLABORATIVE JV, INC

100 N STONE AVE, STE

TUCSON, AZ, 85701

(405) 842-6100

FIRE PROTECTION

ENGINEER

POOLE FIRE

PROTECTION, INC.

19910 WEST 161ST

STREET

OLATHE, KANSAS 66062

(913) 829-8690

ENVIORNMENTAL

ENGINEER

RIVERFRONT SAFTEY &

HEALTH, LC

11140 SOUTH TOWNE

SQUARE, SUIT 100

ST. LOUIS, MO 63123

(314) 917-0148

4TH FLOOR - LEAD PLAN1

e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

6 Veterans

Health Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR SBBL

COLLABORATIVE JV, INC

100 N Stone Ave, Ste 1102 Tucson, AZ 85701

(405) 842-6100

FU

LL

Y

SP

R

IN

K

LE

R

ED

2/1 5/2

1 6

:23 :17

P M

CD 8JR

4NW MED/SURG WARD RENOVATION

08-13-2021

605-20-207

JERRY L PETTIS MEMORIAL VAMC HOSPITAL

11201 BENTON STREET

LOMA LINDA, CA 92537-0001

HA103

2HR O

CC

2HR O

CC

2HR O

CC

UP

A1 L1

KEY NOTES

REMOVE BROWN ASBESTOS DUCT SEAM SEALANT AT

JOINTS USING GLOVEBAG METHODS WITHIN AN

ISOLATED WORK AREA, NEGATIVE PRESSURE

CONTAINMENT , APPROXIMATELY 145 LOCATIONS OF

SEAMS, 580LF, 2 CONTAINMENTS. PERFORM

NECESSARY REMOVAL AND DISPOSAL OF

NON-ASBESTOS DUCT INSULATION LAYER TO UNCOVER

DUCT SEAM SEALANT.

REMOVE ORANGE PAINTED (LBP) UNISTRUT SUPPORTS

THROUGHOUT THE ISOLATED WORK AREA, NEGATIVE

PRESSURE CONTAINMENT. INSTALL NEW UNISTRUT

SUPPORT, MANUALLY DISASSEMBLE AND REMOVE IN

WHOLE (INTACT), 100 UNISTRUTS, 2"X2" EACH 8 FT

LONG.

A1

L1

HATCHING KEY

LIMITS OF PHASE-1 NEGATIVE PRESSURE

CONTAINMENT

LIMITS OF PHASE-2 NEGATIVE PRESSURE

CONTAINMENT

4TH FLOOR INTERSTITIAL

- ASBESTOS & LEAD REMEDIATION

PLAN

ABATEMENT GENERAL NOTES

REFER TO MECHANICAL DRAWING MHD-104 FOR LIMITS

AND TWO PHASES OF DUCT DEMOLITION.

APPROXIMATE LIMITS OF PHASE I AND II NPES ARE

SHOWN, COORDINATE PHASE BOUNDARY LIMITS WITH

THE GENERAL CONTRACTOR.

ACTIVE HVAC COMPONENTS ARE TO BE ISOLATED

FROM THE NPE. COORDINATE WITH VACOR AND

GENERAL CONTRACTOR FOR LOCKOUT/TAG OUT AS

APPROPRIATE. NPE TO BE MAINTAINED THROUGH

CLEARANCE.

NEGATIVE PRESSURE ENCLOSURE (NPE) BOUNDARY:

ALL PENETRATIONS ARE TO BE SEALED OR OTHERWISE

ISOLATED FROM NPE WITH 6 MIL LAYER OF FIRE

RETARDANT (FR) POLY SHEETING AS A CRITICAL

BARRIER. COMPLETE ENCLOSURE SHALL INCLUDE

WALLS, FLOORS, AND CEILING.

HEPA FILTERED NEGATIVE AIR MACHINES (2000 CFM)

TO MAINTAIN REGULATED AREA UNDER NEGATIVE

PRESSURE DIFFERENTIAL OF -0.03 IN WG DURING

REGULATED ACTIVITIES(VERIFY/DOCUMENT WITH

ELECTRONIC RECORDING MANOMETER). EXHAUST AIR

TO BE DISCHARGED OUTDOORS.

FIVE STAGE DECONTAMINATION STATION (WITH

SHOWER) TO BE CONSTRUCTED OF 2 LAYER 6 MIL FR

POLY AND USED FOR PERSONAL DECONTAMINATION

PURPOSES.

THREE STAGE WASTE LOAD OUT CHAMBERS TO BE

CONSTRUCTED OF TWO LAYERS 6 MIL FR POLY AND

EQUIPPED WITH FACILITY TO WET WIPE AND/OR HEPA

VACUUM BAGGED WASTE AND TOOLS.

DO NOT IMPACT ASBESTOS CONTAINING EXTERIOR

STUCCO DURING ATTACHMENT AND REMOVAL OF AIR

SEALS NEAR TEMPORARY BARRIER WALLS.

ACTIVE HVAC COMPONENTS ARE TO BE ISOLATED

FROM THE NPE. COORDINATE WITH VACOR AND

GENERAL CONTRACTOR FOR LOCKOUT/TAG OUT AS

APPROPRIATE. NPE TO BE MAINTAINED THROUGH

CLEARANCE.

STRUCTURAL / CIVIL

ENGINEER

GREGORY P. LUTH &

ASSOCIATES

3350 SCOTT BLVD,

BUILDING 48

SANTA CLARA, CA 95054

(408) 654-0475

ARCHITECTURE / MECHANICAL /

ELECTRICAL / PLUMBING /

TECHNICAL ENGINEER

SPUR SBBL

COLLABORATIVE JV, INC

100 N STONE AVE, STE

TUCSON, AZ, 85701

(405) 842-6100

FIRE PROTECTION

ENGINEER

POOLE FIRE

PROTECTION, INC.

19910 WEST 161ST

STREET

OLATHE, KANSAS 66062

(913) 829-8690

ENVIORNMENTAL

ENGINEER

RIVERFRONT SAFTEY &

HEALTH, LC

11140 SOUTH TOWNE

SQUARE, SUIT 100

ST. LOUIS, MO 63123

(314) 917-0148

4TH FLOOR INTERSTITIAL - ASBESTOS & LEAD PLAN1

e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

6 Veterans

Health Administration

VA FORM 08-6231

Drawing Title Project Title

Locati…