VA MEDICAL CENTER

10/04/16

CONSTRUCTION DOCUMENTS

GAINESVILLE, FLORIDA

DIGITAL DIAGNOST VS 3.0

one eighth inch =

one foot

16

84

0

three inches =

one foot

6"

10

6"

one and one half inches =

one foot

one inch =

one foot

20

6"

6"

02

three quarters inch =

one foot

one half inch =

one foot

40

three eighths inch =

one foot

40

04

8

one quarter inch =

one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FIRM CERTIFICATION NO.AA26002043

DAVID WILDE, RAAR 91245

BLOC3 DESIGN PROJECT. NO. 16003.01

T.954.300.2449

1761 W. HILLSBORO BLVD, SUITE 207

DEERFIELD BEACH, FLORIDA 33442

BLOC3 DESIGN

INSTALLATION

VA MEDICAL CENTER

V.A. MEDICAL CENTER, GAINESVILLE, FLORIDA

DIGITAL DIAGNOST VS 3.0

07/21/16

DJW DJW/OQ

CONSTRUCTION DOCMENTS 10/04/16

12

PRIMARY CARE

N-SOU131592

-----

-----

-----

(954) 300-2449

FIRM CERTIFICATION NO. AA26002043

ARCHITECT

BLOC 3 DESIGN

DESIGN TEAM

1761 W. HILLSBORO BLVD, SUITE 207

DEERFIELD BEACH, FL 33442

DRAWING INDEX

SHEET # SHEET TITLE

ARCHITECTURAL

ISSUE DATE REVISION

-

-

-

-

-

-

COVER SHEETA0.0

A0.1 GENERAL NOTES, ABBREVIATIONS AND ADA DETAILS

LS2.0 ICRA COORDINATION PLAN & TABLES

AD1.1 DEMOLITION PLANS

MECHANICAL

ELECTRICAL

A1.1 NEW WORK PLANS

A2.1 MISCELLANEOUS DETAILS

A3.1 INTERIOR ELEVATIONS, SECTIONS & CASEWORK DETAILS

SHEET # SHEET TITLE ISSUE DATE REVISION

-

10/04/16 -

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

PHILIPS (VENDOR) DRAWINGS (INCLUDED FOR REFERENCE ONLY)

A0.0

COVER SHEET

1

LS1.1 LIFE SAFETY PLAN

E-0

E-1

E-2

AD1

AD2

SN

S1

S2

SD1

SD2

SD3

SD4

EN

E1

E2

ED1

N1

CHK

A1

AN GENERAL NOTES

EQUIPMENT PLAN

TRANSPORT INFORMATION

EQUIPMENT DETAILS

SUPPORT NOTES

SUPPORT PLAN - FLOOR & WALL

SUPPORT PLAN - CEILING

ANCHOR REFERENCE LIST

CEILING CLEARANCE

SUPPORT DETAILS

SUPPORT DETAILS

ELECTRICAL NOTES

ELECTRICAL PLAN AND LEGEND

CONDUIT LIST

ELECTRICAL DETAILS

REMOTE SERVICE NETWORK

CHECK LIST

MECHANICAL PLANM-1

OVERALL REFERENCE PLAN

ELECTRICAL POWER AND LIGHTING PLAN

ELECTRICAL NOTES, PANELS AND RISER DIAGRAM

FIRM CERTIFICATION NO. 63970

M.E.P.ENGINEER

PREMIER CONSULTING

ENGINEERS, LLC

2799 NW 2ND AVE

SUITE H-202

BOCA RATON, FL 33431

C1 COVER SHEET

A2 CEILING HEIGHT GUIDE

10/04/16

10/04/16

05/04/16

05/04/16

05/04/16

05/04/16

05/04/16

05/04/16

05/04/16

05/04/16

05/04/16

05/04/16

05/04/16

05/04/16

05/04/16

05/04/16

05/04/16

05/04/16

05/04/16

-

-10/21/16

-

AD3 EQUIPMENT DETAILS

-

-

-

-

-

-SD5 SUPPORT DETAILS 05/04/16

GAINESVILLE

STATE OF FLORIDA

SCALE : NTS

LOCATION PLAN

SCALE: NTS

TALLAHASSEE

PENSACOLA

KEY WEST

MIAMI

TAMPA

ORLANDO

JACKSONVILLE

PROJECT LOCATION

10/21/16

10/21/16

10/21/16

10/21/16

10/21/16

10/21/16

10/21/16

10/21/16

10/21/16

10/21/16

10/21/16

40"

27" M

AX

MAX. D

ISTAN

CE TO

TO

P O

F EXTIN

GU

ISH

ER

WALL

E

X

T

I

N

G

U

I

S

H

E

F

I

R

E

R

X

R

E

G

S

H

U

I

I

N

T

E

WALL MOUNTED FIRE

EXTINGUISHER - SEE

FLOOR PLAN

FLOOR LINE

NOTE: MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER

NOT TO EXCEED 75'.

EXTINGUISHER

IDENTIFICATION

SIGN PER OSHA

STANDARDS

(FE) BRACKET MOUNTED

FIRE EXTINGUISHER

SW

ITCH

ES O

R CO

NTRO

LS

54" M

AX. (SID

E REACH

)

48" M

AX. (FRO

NT REACH

)

TH

ERM

OSTAT

FIRE ALARM

MIN

80" A.F.F O

R 6" FRO

M CLG

.

WH

ICH

EVER IS LO

WER

(U.N.O)

ALARM

FOUNTAIN

ALCOVE OR

WING WALLS

18" MIN. DEEP

DRINKING

LINE OF CEILING

FIRE/SMOKE

ARROW

COMMUNICATION

W/29" LONG CORD.

W/PHONE/DEVICE

STAN

DARD

48" M

AX FRO

NT REACH

54" M

AX SID

E REACH

STOP BOTTOM

PANEL/CABINET

EMERGENCY

EMERGENCY

CALL BUTTON

(3/4" MIN. DIA)

CONTROL

ELEVATOR

INDICATOR

(BOTH JAMBS)

BRAILLE INSERT

MIN

.

2 1/2"

12"

ROOM

6"

48"

48" M

AX.

18"

32" MIN. WIDE

36" H

C

39" M

AX.

35" M

IN

.

48" M

AX.

3'-6"

5'-0"

6'-0" M

IN

.

60"

SIGNAGE

R

R

27" M

IN

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY

ELECT/ DATA/

COMMUNICATION/

OUTLET

ALL WATER &

INSULATE

DRAIN PIPES

40" M

AX TO

REFLECTIVE

SU

RFACE

34" M

AX.

29" M

IN

.

27" M

IN

.

9" M

IN

.

FAUCETS SHALL COMPLY WITH FBC 2007 SECTION 11.4.19.5-

LEVER-OPERATED, PUSH-TYPE, AND ELECTRONICALLY

CONTROLLED MECHANISMS ARE ACCEPTABLE DESIGNS.

40"

PAPER

TOWELS

(TD)

HAND

DRYER

(HD)

FEMININE

NAPKIN

DISPENSER

TOWEL &

TRASH

COMBO

(TDD)

TRASH

(WR)

MIRROR

LAV MUST BE

19"W X 17"D &

WALL MOUNTED

SOAP DISPENSER

(SD)

12"

60"

WOMEN

MEN

MEN

MEN

NOTES:

1. SIGNS TO BE PROVIDED

BY INTERFACE

ARCHITECTURAL SIGNAGE

OR APPROVED EQUAL.

2. SERIES TO BE INNER

DOT TACTILE/BRAILLE

ADA PLAQUE MODULE

3. ROOM SIGNAGE TO BE

4.5" X 4.5"

4. DIRECTIONAL OR

INFORMATIONAL SIGNAGE

TO BE 7" X 11 3/4"

100

WALL SIGNAGE (TYP)

ROOM SIGNAGE TO BE LOCATED ON THE

WALL AS SHOWN ADJACENT TO THE

LATCH SIDE OF THE DOOR.

MOUNTING LOCATION AND

HEIGHT SHOWN IS TYPICAL AND

TO THE TOP OF THE SIGN

MOUNTING LOCATION FOR

ROOM SIGNS SHALL BE SO THAT

A PERSON MAY APPROACH

WITHIN 3 INCHES OF THE SIGN

WITHOUT ENCOUNTERING ANY

PROTRUDING OBJECTS OR

STANDING WITHIN THE SWING

OF A DOOR (TYP.)

NOTE: VERIFY ALL FINAL SIGN LOCATIONS W/ THE

ARCHITECT PRIOR TO INSTALLATION

LOCATION FOR STANDARD

GRADE 2 BRAILLE CHARACTERS

ROOM NUMBER

BLANK SIGN INSERT

WALL SIGNAGE (TYP)

IDENTIFICATION SYMBOLS FOR SANITARY FACILITIES

NOTES:

1. PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR MOUNTED SIGNAGE.

2. USE ALL UPPERCASE CHARACTERS.

3. WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR SWING. MOUNT AT 60" TO THE

TOP OF SIGN FROM FLOOR. REVIEW SPECIFIC REQUIREMENTS W/ SIGNAGE CONSULTANT.

4. SIGNAGE TO BE PER ADA GUIDELINES SECTION 703

LETTERING

RAISED 1/32"

CORRESPONDING

GRADE II BRAILLE

A

1

1014

1.2.A

SYMBOL LEGEND

ELEVATION KEY

INDICATES DIRECTION OF VIEW

NUMBER / SHEET WHERE DRAWN

KEYNOTE

WINDOW IDENTIFICATION

DOOR IDENTIFICATION

SEE DOOR SCHEDULE FOR

DESCRIPTION / KEY

FOR ARCHITECTURAL DRAWINGS ONLY

SECTION AND ELEVATION KEY

NUMBER / SHEET WHERE DRAWN

ENLARGED PLAN OR DETAIL KEY

NUMBER / SHEET WHERE DRAWN

AREA ENLARGED

ROOM IDENTIFICATION

INDICATES DIRECTION OF VIEW

ROOM NAME

ROOM NUMBER

GROSS AREA

1/A7.1

1/A7.1

LOBBY

120

600 SF

1/A7.1

THE SCOPE OF THIS PROJECT INCLUDES THE REMOVAL AND REPLACEMENT OF EXISTING IMAGING EQUIPMENT. THE EXISTING EQUIPMENT WILL BE REPLACED WITH A NEW PHILIPS IMAGING SYSTEM AND ASSOCIATED IMAGING EQUIPMENT AND TECH CONTROL CONSOLE. THE INSTALLATION OF THE NEW

IMAGING EQUIPMENT WILL PROVIDE CURRENT STATE OF THE ART IMAGING EQUIPMENT TO ACHIEVE FULLY FUNCTIONAL IMAGING CAPABILITIES.

one eighth inch =

one foot

16

84

0

B

A

C

D

E

F

three inches =

one foot

6"

10

6"

one and one half inches =

one foot

one inch =

one foot

20

6"

6"

02

three quarters inch =

one foot

one half inch =

one foot

40

three eighths inch =

one foot

40

04

8

one quarter inch =

one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FIRM CERTIFICATION NO.AA26002043

DAVID WILDE, RAAR 91245

BLOC3 DESIGN PROJECT. NO. 16003.01

T.954.300.2449

1761 W. HILLSBORO BLVD, SUITE 207

DEERFIELD BEACH, FLORIDA 33442

BLOC3 DESIGN

INSTALLATION

VA MEDICAL CENTER

V.A. MEDICAL CENTER, GAINESVILLE, FLORIDA

DIGITAL DIAGNOST VS 3.0

07/21/16

DJW DJW/OQ

CONSTRUCTION DOCMENTS 10/04/16

12

PRIMARY CARE

N-SOU131592

-----

-----

-----

PROJECT SCOPE DESCRIPTION

GENERAL NOTESABBREVIATIONS

1. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO COORDINATE, FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND FUNCTIONAL INSTALLATION. THE CONTRACTOR SHALL USE THE PLANS IN CONJUNCTION WITH

THE SPECIFICATIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING PRIOR TO SUBMITTING THE CONSTRUCTION COSTING INFORMATION. IF A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE CONTRACTOR IS DEEMED TO HAVE BASED THE

CONSTRUCTION CONTRACT FEE ON THE MORE EXPENSIVE MATERIAL OR METHOD OF COMPLETING THE WORK, UNLESS THE CONTRACTOR HAS REQUESTED AND RECEIVED A WRITTEN DECISION FROM THE ARCHITECT PRIOR TO SUBMITTING THE FINAL PRICING.

2. UNLESS SPECIFICALLY NOTED OTHERWISE HEREIN INSTALL ALL MATERIAL/PRODUCTS FOR THIS PROJECT IN STRICT ACCORDANCE WITH THE MANUFACTURERS LATEST PUBLISHED SPECIFICATIONS/ RECOMMENDATIONS. IF CONFLICT ARISES, NOTIFY ARCHITECT PRIOR TO PROCEEDING.

3. THE CONTRACTOR SHALL COVER AND PROTECT ALL EXISTING TO REMAIN AND NEWLY INSTALLED FINISH FLOORING FROM DAMAGE OR UNNECESSARY SOILING THROUGHOUT THE DURATION OF CONSTRUCTION. ALL MATERIAL DAMAGED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT NO

COST TO THE OWNER.

4. THE CONTRACTOR SHALL FIELD MEASURE ALL DISTANCES AND CLEARANCES PRIOR TO COMMENCEMENT OF NEW WORK OR ORDERING OF MATERIALS. ANY DEVIATIONS TO THE CONTRACT DRAWINGS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH THAT PORTION OF WORK.

CONTRACTOR SHALL NOT SCALE DRAWINGS.

5. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL CONSTRUCTION PERMITS, FEES AND LICENSES AND INSPECTIONS. NECESSARY FOR A PROPER COMPLETION OF ALL WORK ASSOCIATED WITHIN THESE CONSTRUCTION DRAWINGS.

6. PERFORMANCE OF ALL WORK IS TO BE IN STRICT ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES / ORDINANCES. CONTRACTOR SHALL HAVE ALL APPLICABLE CODE REFERENCES ON SITE AND AVAILABLE TO ALL TRADES.

7. THE CONTRACTOR SHALL USE ONLY THOSE ENTRANCES AND PARKING FACILITIES ASSIGNED BY THE OWNER FOR SITE ACCESS. ALL MATERIAL DELIVERIES AND DEMOLITION/TRASH SHALL BE REMOVED DAILY.

8. THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING / NEW CONSTRUCTION WILL BE SHELTERED FROM DAMAGE BY WEATHER AT ALL TIMES DURING THE CONSTRUCTION/DEMOLITION PROCESS.

9. SUBMIT FINAL AIR TEST AND BALANCE REPORT AND OPERATION / MAINTENANCE MANUALS FOR APPROVAL BY ARCHITECT / ENGINEER 2 WEEKS PRIOR TO FINAL GOVERNMENTAL INSPECTIONS.

10. AVOID ANY PENETRATIONS OR TEMPORARY SUSPENSION OF EQUIPMENT (OTHER THAN THAT INDICATED IN THESE DRAWINGS) FROM THE STRUCTURE ABOVE WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. THE CONTRACTOR SHALL NOT ALTER, LOAD OR PENETRATE THE STRUCTURE IN ANY MANNER

WHICH MAY COMPROMISE ITS INTEGRITY

11. ALL SMOKE AND FIRE RATED WALLS SHALL BE LABELED ABOVE THE CEILING WITH RED, PAINTED STENCILED LETTERING IDENTIFYING THE APPLICABLE WALL RATING AND STATING EITHER "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS" AT SMOKE AND FIRE RATED WALLS OR "FIRE BARRIER - PROTECT

ALL OPENINGS" AT FIRE RATED WALLS. STENCILED LABELING SHALL OCCUR ON BOTH SIDES OF EACH SMOKE AND FIRE RATED WALL AT NOT MORE THAN 15 FEET ON CENTER AND ALL WALL TERMINATION OR CHANGES IN DIRECTION SHALL BE DESIGNATED WITH A VERTICAL LINE.

12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT SAMPLES OF PATTERN AND COLOR ON ALL FINISHES FOR REVIEW AND APPROVAL BY ARCHITECT / OWNER PRIOR TO ORDERING MATERIALS.

13. THE CONTRACTOR SHALL COORDINATE ELECTRICAL AND MECHANICAL SUBCONTRACTORS AS RELATES TO SCOPE OF ELECTRICAL WORK ASSOCIATED WITH THE COMPLETE AND FUNCTIONING MECHANICAL SYSTEM, FIRE ALARM SYSTEM WIRING, AND CONTROLS WIRING REQUIRED BY THE MECHANICAL

DRAWINGS AND NOT INDICATED ON THE ELECTRICAL DRAWINGS. CONTRACTOR SHALL ALLOW IN BID FOR COST OF ELECTRICAL WORK NECESSARY TO COMPLETE INDICATED WIRING & TERMINATIONS.

14. ALL EXPOSED WOOD AND / OR WOOD IN NON-PROTECTED CONCEALED SPACES SHALL BE FIRE RETARDANT TREATED WOOD.

15. THE CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF PLUMBING PIPING AND FITTINGS SO THAT THEY ARE CONCEALED BEHIND FINISHED SURFACE OF WALL UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR SHALL NOTIFY THE ARCHITECT IF THERE IS A CONFLICT WITH THE WALL TYPE

CALLED FOR IN THE PLAN.

16. THE CONTRACTOR SHALL COORDINATE WALL DEPTH SO THAT ALL ELECTRICAL PANELS AND DEVICES ARE FLUSH MOUNTED IN WALL UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR SHALL NOTIFY THE ARCHITECT IF THERE IS A CONFLICT WITH THE WALL TYPE CALLED FOR IN THE PLAN.

17. THE DRAWINGS INCLUDED IN THIS SET ARE DESIGNED AS A COMPLETE SET AND SHALL NOT BE SEPARATED INTO INDIVIDUAL SHEETS OR BY DISCIPLINE. INFORMATION CONTAINED ON ONE SHEET MAY SPECIFICALLY APPLY TO INFORMATION OR CONDITIONS ILLUSTRATED ON OTHER SHEETS. IT IS THE

CONTRACTORS RESPONSIBILITY TO VERIFY THAT SUCH ITEMS ARE COORDINATED AND INCLUDED IN ANY PRICING INFORMATION.

18. ACCESS PANELS:

(1) WALL MOUNTED ACCESS PANELS SHALL BE "KEY LOCKED" IN SPACES WHICH ARE ACCESSIBLE TO THE GENERAL STAFF

AND / OR PATIENTS.

(2) WALL MOUNTED ACCESS PANELS LOCATED IN FIRE RATED WALLS, FIRE RATED SMOKE BARRIERS AND/OR NON-RATED SMOKE TIGHT PARTITIONS SHALL BE "KEY LOCKED."

(3) CEILING MOUNTED ACCESS PANELS IN ALL TOILET ROOMS SHALL BE "KEY LOCKED."

(4) ACCESS PANELS SHALL BE FITTED WITH INTEGRAL GASKETS TO BE "AIR TIGHT" IN ALL SPACES UNDER NEGATIVE PRESSURE, EVEN ROOMS THAT DO NOT HAVE A SUPPLY DIFFUSER (SUCH AS TOILET ROOMS).

(5) ACCESS PANELS SHALL BE OF THE "FIRE RATED TYPE" AND EQUAL TO THE RATING OF THE WALL, BARRIER, PARTITION, SOFFIT OR CEILING WITHIN WHICH THEY ARE INSTALLED.

(6) THE CONTRACTOR SHALL VERIFY THAT ACCESS PANELS OF THE TYPE SPECIFIED ARE INSTALLED IN WALLS, PARTITIONS, BARRIERS, AND IN "NON-ACCESSIBLE TYPE" CEILINGS AND SOFFITS WHERE VISUAL ACCESS AND/OR PHYSICAL ACCESS FOR SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING, FIRE

PROTECTION, SECURITY, ELECTRICAL AND COMMUNICATION ITEMS MAY BE REQUIRED.

(7) ACCESS PANELS INSTALLED FOR PHYSICAL ACCESS SHALL BE MINIMUM 24 INCHES BY 24 INCHES IN SIZE. ACCESS PANELS FOR DIRECT HAND ACCESS SHALL BE MINIMUM 12 INCHES BY 12 INCHES IN SIZE. ACCESS PANELS FOR VISUAL ACCESS SHALL BE MINIMUM 18 INCHES BY 18 INCHES IN SIZE.

(8) PRIOR TO INSTALLATION OF GYPSUM BOARD ON FRAMED WALLS, PARTITIONS, BARRIERS, AND IN "NON-ACCESSIBLE TYPE" CEILINGS AND SOFFITS, THE CONTRACTOR SHALL SUBMIT DRAWINGS FOR ARCHITECT/ENGINEER REVIEW, WHICH INDICATE THE PROPOSED LOCATIONS AND SIZES FOR ALL ACCESS

PANELS.

19. PROVIDE CONTINUOUS SEALANT TO PROVIDE "WATER TIGHT" AND "AIR TIGHT" CONDITIONS AT THE PERIMETER OFF ALL DOOR FRAMES, INTERIOR WINDOW FRAMES, EXTERIOR WINDOW FRAMES, WINDOW STOOLS, CABINETS, CASEWORK, COUNTER TOPS, TOILET ACCESSORIES (BOTH RECESSED AND

SURFACE MOUNTED), FIRE EXTINGUISHER CABINETS, FIRE DEPARTMENT VALVE CABINETS, ETC. (EVEN WHEN THE JOINT AT THE PERIMETER IS EITHER HIDDEN OR NOT CLEARLY VISIBLE).

20. VARIOUS COMPONENTS OF CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND / OR OTHER SPECIALTIES MAY BE SHOWN IN THE ARCHITECTURAL DRAWINGS FOR INFORMATIONAL PURPOSES ONLY. REFER TO THE RESPECTIVE SPECIALTY DRAWINGS AND SPECIFICATIONS FOR INFORMATION.

21. THE CONTRACTOR SHALL USE THE EXISTING BUILDING IN A MANNER WHICH WILL NOT DEFACE OR DAMAGE THE EXISTING FACILITIES AND / OR SITE IN ANY FASHION. ALL DAMAGE BY CONTRACTOR SHALL BE REPAIRED/ REPLACED BY THE CONTRACTOR AT NO COST TO THE BUILDING'S OWNER. PROVIDE

PROTECTIVE MATERIAL AS WARRANTED.

22. ANY EXISTING ELEC., PLUMB OR HVAC DEVICES OR SYSTEMS WHICH ARE NEEDED TO MAINTAIN THE OPERATIONS OF THE SYSTEM, SHALL BE CAPPED OFF OR REROUTED AS NECESSARY TO MAINTAIN SYSTEM, REGARDLESS IF INDICATED HEREIN.

23. WHEN REMOVING FIXTURES OR DEVICES, REMOVE ALL ASSOCIATED WIRE, BOXES, FRAMING, PIPING OR STRUCTURAL SUPPORT. SEE ELEC., HVAC., AND PLUMB. FOR ADDITIONAL DEMOLITION NOTES, AND DETAILS.

24. EVERY EFFORT HAS BEEN MADE TO ACCURATELY DEPICT EXISTING CONDITIONS. HOWEVER, ALL WORK MUST BE VERIFIED IN THE FIELD PRIOR TO THE ORDERING OF ANY MATERIALS OR ANY WORK HAS BEGUN. ANY CONFLICTS BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED

IMMEDIATELY TO THE ARCHITECT FOR VERIFICATION AND / OR CORRECTION.

25. ALL EXISTING WALLS THAT DEFINE AN AREA OF CONSTRUCTION TO BE UPGRADED TO COMPLY WITH TEMPORARY CONSTRUCTION PARTITIONS.

26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL EXISTING FIRE RATED WALLS AND FIRE / SMOKE BARRIERS, TO INCLUDE REPARATION OF NEW AND EXISTING DAMAGE AND / OR PENETRATIONS. CONTRACTOR SHALL REFER TO LATEST EDITION OF THE U.L. FIRE

RESISTANCE DIRECTORY FOR SPECIFIC REQUIREMENTS OF THE RATED WALL ASSEMBLY U.L. DESIGN NUMBER AS INDICATED ON THE PARTITION TYPES IN THESE DOCUMENTS. FIRE SEALING OF PENETRATIONS SHALL CONFORM TO THE SPECIFIC U.L. THROUGH PENETRATION FIRESTOP SYSTEM AS

COORDINATED WITH THE RATED WALL ASSEMBLY U.L. DESIGN NUMBER.

27. ALL BUILDING SYSTEMS (I.E.: WATER, SANITARY, FIRE ALARM, ELECTRIC, ETC...) SHALL REMAIN IN OPERATION THROUGHOUT CONSTRUCTION. ALL NECESSARY INTERRUPTIONS FOR CONNECTION OF NEW WORK SHALL BE PERFORMED AFTER NORMAL BUSINESS HOURS AND APPROVED BY THE FACILITY 72

HOURS IN ADVANCE.

28. THE CONTRACTOR SHALL SCHEDULE ALL WORK TO AVOID INTERRUPTIONS TO ADJACENT AREAS. ALL DISRUPTIVE WORK SHALL BE SCHEDULED AND PERFORMED BEFORE / AFTER NORMAL BUSINESS HOURS OF THE DEPARTMENT. WORK STOPPAGE DUE TO VIBRATIONS, ETC. THAT DISTURB THE OCCUPANTS

SHALL BE COORDINATED WITH THE FACILITY PM AND MAY NOT BE GROUNDS FOR ADDITIONAL CHARGES OR CHANGE ORDERS.

29. THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO ENSURE INFECTION CONTROL AND SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS IN ACCORDANCE WITH NFPA-241 (CURRENT EDITION) INCLUDING, BUT NOT LIMITED TO, THE USE OF A NEGATIVE HEPA FILTRATION

SYSTEM. REFER TO INFECTION CONTROL RISK ASSESSMENT (ICRA) PERMIT ISSUED BY THE FACILITY, FOR SPECIFIC DAILY TASKS TO BE CARRIED OUT BY THE CONTRACTOR AND ALL FORCES ON THIS PROJECT. ALSO REFER TO OWNERS OPERATIONAL POLICIES FOR CONSTRUCTION WITHIN THE FACILITY AS

RELATES TO ADDITIONAL FACILITY REQUIREMENTS. THE CONTRACTOR SHALL CONDUCT WEEKLY MEETINGS WITH THE OWNERS REPRESENTATIVE TO REVIEW ONGOING COMPLIANCE WITH ICRA POLICIES AND GUIDELINES. THE CONTRACTOR SHALL INCLUDE ALL ASSOCIATED COSTS REQUIRED FOR

CONFORMANCE TO THESE POLICIES IN HIS BID.

30. APPLICABLE STANDARDS OF THE CONSTRUCTION INDUSTRY HAVE THE SAME FORCE AND EFFECT ON PERFORMANCE OF THE WORK AS IF COPIED DIRECTLY INTO CONTRACT DOCUMENTS OR BOUND AND PUBLISHED HEREWITH. COMPLY WITH STANDARDS IN EFFECT AS OF THE DATE OF CONTRACT

DOCUMENTS, UNLESS OTHERWISE INDICATED.

PART PARTITION

PLASTIC LAMINATE

SOAP DISPENSER (O/O)

SEAT COVER DISPENSER

ROOF TOP UNIT

ROBE HOOK

SIMILAR

SHOWER

REFRIGERATOR

PLYWOOD

REQUIRED

REVERSE

PAPER TOWEL DISPENSER (O/C)

UNLESS NOTED OTHERWISE

VERIFY IN FIELD

TOILET PAPER DISPENSER

TO BE REMOVED

TYPICAL

SUSPENDED

TOP OF

WELDED WIRE FABRIC

VINYL WALL COVERING

VENDOR FURNISHED / VENDOR INSTALLED

VENDOR FURNISHED / CONTRACTOR INSTALLED

UNDERWRITERS LABORATORIES

SIM

UL

VIF

VWC

UNO

VFVI

VFCI

WWF

TBR

TYP

TPD

SUSP

T.O.

STL STEEL

REV

RH

SCD

SD

SHWR

RM

RTU

ROOM

PLAM

PTD

PLYWD

REQ'D

REF

EWC ELECTRIC WATER COOLER

FIRE RETARDANT

EXPANSION JOINT

ELEVATION

EQUAL

GYPSUM WALLBOARD

MOISTURE RESISTANT

INSULATION

HOLLOW METAL

MINIMUM

MOUNTED

HANDICAP

GRAB BAR

HEIGHT

HAND RAIL

GLASS

FABRIC WALL COVERING

FINISHED FLOOR

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

MULLION

METAL

OWNER FURNISHED / OWNER INSTALLED

OWNER FURNISHED/CONTRACTOR INSTALLED

MTL

O.C.

NTS

MULL

NIC

OFOI

OFCI

MIN

MTD

MR

INSUL

HM

HC

FR

GB

HT

HR

GL

GYP BD

FWC

EL

EQ

EJ

FIN

F.F.

FINISH

ABOVE FINISHED FLOOR

ADJUSTABLE

CLOSET

CABINET

CUBICLE CURTAIN TRACK

CONTROL JOINT

CLEAR

CERAMIC TILE

DETAIL

CONCRETE MASONRY UNIT

CONTINUOUS

CORRIDOR

CEILING

COLUMN

CONCRETE

DIAMETER

CLG

CLR

DTL

CJ

CT

DRN

DN

DIA

DRAIN

DOWN

CONT

CORR

COL

CONC

CCT

CMU

CLO

ADJ

AFF

CAB

GYPSUM WALLBOARDGWB

BOTTOM OFB.O.

CLEARCLR

FCU FAN COIL UNIT

ALUMINUMALUM

FIRE EXTINGUISHER CABINETFEC

FACE OF FINISHF.O.F.

FIRE EXTINGUISHERFE

FIRE HOSE CABINETFHC

AUTHORITY HAVING JURISDICTIONAHJ

TRAVEL DISTANCETD

PM PROJECT MANAGER

DS DOWNSPOUT

ROOF DRAINRD

RWLRAIN WATER LEADER

A0.1

GENERAL NOTES AND ABBREVIATIONS

2

SCALE:

1

TYPICAL MOUNTING HEIGHTS

NTS

SCALE:

2

INTERIOR SIGNAGE

NTS

SCALE:

3

FIRE EXTINGUISHER

NTS

29303132333435

TD = 121'

one eighth inch =

one foot

16

84

0

B

A

C

D

E

F

three inches =

one foot

6"

10

6"

one and one half inches =

one foot

one inch =

one foot

20

6"

6"

02

three quarters inch =

one foot

one half inch =

one foot

40

three eighths inch =

one foot

40

04

8

one quarter inch =

one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FIRM CERTIFICATION NO.AA26002043

DAVID WILDE, RAAR 91245

BLOC3 DESIGN PROJECT. NO. 16003.01

T.954.300.2449

1761 W. HILLSBORO BLVD, SUITE 207

DEERFIELD BEACH, FLORIDA 33442

BLOC3 DESIGN

INSTALLATION

VA MEDICAL CENTER

V.A. MEDICAL CENTER, GAINESVILLE, FLORIDA

DIGITAL DIAGNOST VS 3.0

07/21/16

DJW DJW/OQ

CONSTRUCTION DOCMENTS 10/04/16

12

PRIMARY CARE

N-SOU131592

-----

-----

-----

LS1.1

LIFE SAFETY PLAN

3

LIFE SAFETY LEGEND

1 HOUR FIRE WALL ASSEMBLY

2 HOUR FIRE WALL ASSEMBLY

2 HOUR FIRE / SMOKE BARRIER WALL ASSEMBLY

SMOKE PARTITION (CORRIDOR WALL PER FBC 711)

TD = XX'

MAX TRAVEL DISTANCE & PATH OF EGRESS

1 HOUR FIRE / SMOKE BARRIER WALL ASSEMBLY

3 HOUR RATED FIRE WALL ASSEMBLY

4 HOUR RATED FIRE WALL ASSEMBLY

APPLICABLE CODES

BUILDING DATA

FIRE EXTINGUISHER CABINET

BRACKET MTD FIRE EXTINGUISHER

FEC

FE

LIFE SAFETY GENERAL NOTE

THE INFORMATION WITHIN THIS PLAN WAS PROVIDED BY OTHERS.

BLOC3 DESIGN TAKES NO RESPONSIBILITY FOR ITS ACCURACY BEYOND THE LIMITS OF OF

THE PROJECT AREA AS DEFINED HEREIN ON THIS SHEET.

ALLOWABLE TRAVEL DISTANCES

PER FBCB T 1016.2

ALLOWABLE: 200' PROVIDED: 121'

MAXIMUM DEAD END CORRIDOR PER FBCB 1018.4: 20'

OCCUPANT LOAD FACTORS:

7 NET

15 NET

100

100

120

USE: SQUARE FEET/PERSON:

LESS CONCENTRATED USE W/O FIXED SEATING

AMBULATORY HEALTH CARE

ASSEMBLY USE: CONCENTRATED USE W/O FIXED SEATING

KITCHENS

SLEEPING DEPARTMENTS

INPATIENT TREATMENT DEPARTMENTS 240

BUSINESS USE 100

STORAGE USE; IN OTHER THEN STORAGE AND MERCANTILE 500

INDUSTRIAL USE; GENERAL AND HIGH HAZARD INDUSTRIAL 100

OCCUPANT LOAD FACTORS PER 2012 EDITION OF NFPA 101-CHAPTER 7 "MEANS OF EGRESS;"

SECTION 7.3.1.2 "OCCUPANT LOAD FACTOR"

SCALE:

1

LIFE SAFETY PLAN

1/8"=1'-0"

NFPA-101 LIFE SAFETY CODE 2012 EDITION

NFPA-1 UNIFORM FIRE CODE 2012 EDITION

NFPA-10 2010 ED. STANDARD FOR PORTABLE FIRE EXTINGUISHERS

NFPA-13 2010 ED. STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS

NFPA-30 2012 ED. FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE

NFPA-51B 2009 ED. STANDARD FOR FIRE PREVENTION DURING WELDING, CUTTING AND OTHER HOT

WORK

NFPA-70 2011 ED. NATIONAL ELECTRICAL CODE

NFPA-72 2010 ED. NATIONAL FIRE ALARM CODE

NFPA-75 2009 ED. STANDARD FOR THE PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT

NFPA-80 2010 ED. STANDARD FOR FIRE DOORS & WINDOWS

NFPA-90A 2012 ED. STANDARD FOR THE INSTALLATION OF AIR CONDITIONING & VENTILATING

SYSTEMS

NFPA-90B 2012 ED. STANDARD FOR THE INSTALLATION OF WARM AIR HEATING & AIR CONDITIONING

SYSTEMS

NFPA-99 2012 ED. STANDARD FOR HEALTH CARE FACILITIES

NFPA 101 2012 ED. LIFE SAFETY CODE

NFPA-101A 2010 ED. GUIDE ON ALTERNATIVE APPROACHES TO LIFE SAFETY

NFPA-105 2010 ED. STANDARD FOR THE INSTALLATION OF SMOKE DOOR ASSEMBLIES & OTHER OPG.

PROTECTIVES

NFPA-110 2010 ED. STANDARD FOR EMERGENCY & STANDBY POWER SYSTEMS

NFPA-221 2012 ED. STANDARD FOR HIGH CHALLENGE FIRE WALLS, FIRE WALLS AND FIRE BARRIER

WALLS

NFPA-241 2009 ED. STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION & DEMOLITION

OPERATIONS

NFPA-251 2006 ED. STANDARD METHODS OF TESTS OF FIRE ENDURANCE OF BUILDING

CONSTRUCTION & MATERIALS

NFPA-252 2008 ED. STANDARD METHODS OF FIRE TESTS OF DOOR ASSEMBLIES

NFPA-253 2011 ED. STANDARD METHOD OF TEST FOR CRITICAL RADIANT FLUX OF FLOOR COVERING

SYSTEMS USING A RADIANT HEAT ENERGY SOURCE

NFPA-255 2006 ED. STANDARD METHOD OF TEST OF SURFACE BURNING CHARACTERISTICS OF

BUILDING MATERIALS

NFPA-259 2008 ED. STANDARD TEST METHOD FOR POTENTIAL HEAT OF BUILDING MATERIALS

GROUP I-2 - INSTITUTIONAL UNRESTRAINED

INPATIENT TREATMENT & ANCILLARY AREAS 240 SF/PERSON

SLEEPING AREAS 120 SF/PERSON

FBC TABLE 1018.1: 0-HOURS (FULL FIRE SPRINKLER SYSTEM)

CORRIDOR FIRE RESISTANCE RATING

OCCUPANT LOAD

OCCUPANCY:

CONSTRUCTION: TYPE IIB - FULLY SPRINKLERED

AREA: SINGLE STORY:

MAXIMUM NO. OF STORIES:

MAXIMUM HEIGHT: UL'

4

UL

EXISTING - NOT ALTERED BY THIS PROJECT

REQ'D./

ALLOWED

EXISTING

ALLOWABLE HEIGHTS AND BUILDING AREAS FBC TABLE 503

OUTPATIENT 100 SF/PERSON

EXISTING0 HRFire Separation Distance > 30'

EXTERIOR NON-BEARING WALLS

FLOOR/CEILING CONSTRUCTION

INCLUDING SUPPORTING BEAMS AND TRUSSES

EXISTING

INTERIOR BEARING WALLS (PER FOOTNOTE "A") 3 HR

ROOF/CEILING CONSTRUCTION

INCLUDING SUPPORTING BEAMS AND TRUSSES

EXISTING

STRUCTURAL FRAME

(INCLUDING COLUMNS, GIRDERS & TRUSSES)

2 HR

3 HREXTERIOR BEARING WALLS

2 HR

EXISTING

EXISTING

FBC TABLE 601

REQ'D./

ALLOWED

PROVIDED

STRUCTURAL FRAME

(INCLUDING COLUMNS, GIRDERS & TRUSSES SUPPORTING 1

FLR/ROOF PER FOOTNOTE "A")

EXISTNG2 HR

INTERIOR NON-BEARING WALLS (SEE NOTE 1) 0 HR EXISTING

1 HR EXISTING

PROJECT AREA: 352 GSF WITHIN SMOKE COMPARTMENT ____

FBC TABLE 601 BUILDING FIRE RESISTANCE RATINGS

NFPA 101, 2009 EDITION SUMMARY

OCCUPANCY (EXIST. BLDG.) : EXISTING HEALTH CARE OCCUPANCIES (CHAPTER 19)

CONSTRUCTION: TYPE II (222) FULLY SPRINKLERED

SHAFT AND EXIT ENCLOSURE WALLS/

OPENING PROTECTIVE

2 HR/

90 MIN

CORRIDOR PARTITIONS/

OPENING PROTECTIVE

SMOKE TIGHT

20 MIN.

OTHER FIRE SEPARATION(HAZARDOUS AREAS)/

OPENING PROTECTIVE

1 OR 2 HR/

45/90 MIN.

CORRIDOR WALLS ARE TO LIMIT THE TRANSFER OF SMOKE 18.3.6.2.1 DOORS PROTECTING CORRIDOR OPENINGS SHALL BE CONSTRUCTED

TO RESIST THE PASSAGE OF SMOKE 18.3.6.3.1 AND SHALL BE PROVIDED WITH POSITIVE LATCHING HARDWARE 18.3.6.3.5

OCCUPANCY (PROJECT AREAS) : NEW HEALTH CARE OCCUPANCIES (CHAPTER 18)

FBC TABLE 716.5, OPENING PROTECTIVE FIRE RATING

NOTE 1. BUILDING STRUCTURAL FRAME INCLUDING FLOORS AND ROOFS ARE EXISTING AND ARE NOT ALTERED BY

THIS PROJECT.

FBC SECTION 407.3: CORRIDOR WALLS TO BE CONSTRUCTED AS SMOKE PARTITIONS IN ACCORDANCE W/ FBC

SECTION 710

NFPA 101 CHAPTER 43

CLASSIFICATION OF REHABILITATION WORK - THIS PROJECT IS CLASSIFIED AS A MODIFICATION

FLORIDA BUILDING CODE, 5TH EDITION (2014) SUMMARY

EXISTING - NOT ALTERED BY THIS PROJECT

EXISTING - NOT ALTERED BY THIS PROJECT

STRUCTURE ABOVE

CEILING TILE

CONC. FLOOR

VERIFY IN

FIELD

5/8" GWB ON BOTH SIDES OF 3-5/8" METAL STUDS AT 16" O.C.

EXTEND TO CEILING. PROVIDE 3-1/2" SOUND INSULATION

6 MIL FIRE RESISTANT

VISQUEEN DUST BARRIER

BETWEEN EXISTING CEILING

AND EXISTING STRUCTURAL

DECK ABOVE.

EXISTING CEILING TILE

MINERAL WOOL INSULATION

#10 TOGGLE BOLT @ 24" O.C.

6 MILL FIRE RESISTANT VISQUEEN ON

METAL STUD FRAMING. WRAP TOP AND

BOTTOM TRACKS WITH VISQUEEN

PRIOR TO FASTENING

FASTEN TRACK TO EXISTING

STRUCTURE AT 24" O.C.

TEMP CONSTRUCTION PARTITION

EXISTING CEILING GRID

MIN. 3 1/2" BATT

INSULATION

5/8" TYPE "X" GYP. BD.

BOTH SIDES OVER 3-5/8"

ON 3 5/8" 18 GA. MTL.

STUDS @ 16" O.C.

GALV. METAL

RUNNER

HOLD GYP. BD. 1/4" OFF

SLAB (TYP.)

ZIPWALL (OR EQUAL

MANF) EXPANDABLE

STANCHION AT 24"

O.C. MAX.

CONT. FIRE

RETARDANT,

TREATED 2X4 WOOD

BLOCKING OR 20 GA.

METAL TRACK (TYP)

FIRE RETARDANT 6

MIL VISQUEEN

BARRIER

FIRE RETARDANT

ZIPDOOR MIN.

3'-0"W X 6'-0"H.

2'-0"

MAX.

3/LS2.0

PROVIDE &

MAINTAIN 24" W X

18" D (MIN) TACKY

WALKOFF MATS

(STICKY SHEETS)

AT EACH SIDE OF

CONSTRUCTION

ENTRANCE

CONT. FIRE RETARDANT,

TREATED 2X4 WOOD BLOCKING

OR 20 GA. METAL TRACK (TYP)

EXTEND VISQUEEN AROUND TOP

PLATE / TRACK BETWEEN NEOPRENE

GASKET AND CEILING TO FORM AN AIR

TIGHT BARRIER

CONT. COMPRESSIBLE NEOPRENE

GASKET TO FORM AN AIR TIGHT SEAL

EXISTING CEILING (HARD

CEILING OR ACT)

FIRE RETARDANT 6 MIL

VISQUEEN BARRIER

ZIPWALL (OR EQUAL MANF)

EXPANDABLE STANCHION AT 24"

O.C. MAX.

OCCUPIED AREA

NEGATIVE

PRESSURE WORK

AREA

PROVIDE & MAINTAIN 24" W X

18" D (MIN) TACKY WALKOFF

MATS (STICKY SHEETS) AT EACH

SIDE OF CONSTRUCTION

ENTRANCE

FE

4

6

6

8

7

251

4'-0" M

IN

.

5'-11"

SCALE:

1

TEMPORARY GWB CONSTRUCTION BARRIER

1"=1'-0"

SCALE:

2

TEMP ZIPWALL CONTAINMENT BARRIER

1/2"=1'-0"

SCALE:

3

TEMP ZIPWALL CONTAINMENT BARRIER

1 1/2"=1'-0"

ICRA CONSTRUCTION TYPE

ICRA PRECAUTION CLASS

DURING CONSTRUCTION PROJECT UPON PROJECT COMPLETION

PROJECT AREA REQUIREMENTS

1. CONTRACTOR SHALL COORDINATE PROJECT AREA SAFEGUARDING WITH THE REQUIREMENTS OF NFPA 241, 2009

ED. "STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS."

2. WHERE THESE DRAWINGS MAKE REFERENCE TO "VISQUEEN" OR SOFT BARRIERS, ONLY NON-COMBUSTIBLE PANELS,

FLAME-RESISTANT TARPAULINS, OR APPROVED MATERIALS OF EQUIVALENT FIRE-RETARDENT CHARACTERISTICS

SHALL BE USED. ANY OTHER FABRICS OR PLASTIC FILMS USED SHALL BE CERTIFIED AS CONFORMING TO THE

REQUIREMENTS OF TEST METHOD #2 CONTAINED IN NFPA 701, STANDARD METHODS OF FIRE TESTS FOR FLAME

PROPAGATION OF TEXTILES AND FILMS.

3. EACH PROJECT AREA AND EACH ANTE ROOM SHALL HAVE A WALL BRACKET MOUNTED PORTABLE FIRE

EXTINGUISHER TYPE 10 ABC MAINTAINED AND READY FOR USE AT ALL TIMES DURING CONSTRUCTION. REFER TO

THE ICRA COORDINATION FLOOR PLAN FOR LOCATIONS.

4.. ALL "HOT WORK", IF REQUIRED, SHALL ADHERE TO THE REQUIREMENTS OF NFPA 241, 2009 ED. AND NFPA 51B,

"STANDARD FOR FIRE PREVENTION DURING WELDING, CUTTING, AND OTHER HOT WORK." THE CONTRACTOR

SHALL COORDINATE AND OBTAIN WRITTEN APPROVAL FROM THE OWNER BEFORE ANY HOT WORK ACTIVITIES

START, INCLUDING BUT NOT LIMITED TO THE REQUIREMENTS FOR FIRE WATCHES WHERE REQUIRED.

5. ACCUMULATIONS OF COMBUSTIBLE WASTE MATERIAL, DUST, AND DEBRIS SHALL BE REMOVED FROM THE PROJECT

AREA AND ITS IMMEDIATE VICINITY AT THE END OF EACH WORK SHIFT OR MORE FREQUENTLY AS NECESSARY FOR

SAFE OPERATIONS. COORDINATE ALL DEBRIS REMOVAL WITH THE REQUIREMENTS OF THE OWNER ISSUED ICRA

CONSTRUCTION PROTOCOLS AND OWNER ISSUED ICRA BUILDING PERMIT.

6. IF A TRASH CHUTE IS USED FOR THIS PROJECT, THE CONTRACTOR SHALL COORDINATE AND OBTAIN OWNER

WRITTEN APPROVAL, AND SHALL BE RESPONSIBLE FOR COORDINATION OF AN APPROVED SAFETY PLAN AND

SUBMISSION TO THE AHJ. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE TRASH CHUTE DESIGN, AND

IMPLEMENTATION.

7. THE CONTRACTOR SHALL DEVELOP AND COORDINATE A FIRE SAFETY PROGRAM WITH THE OWNER PER NFPA

241-CHAPTER 7 "FIRE PROTECTION."

8. THIS EXISTING FACILITY IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. PER NFPA 241-8.6.2.4,

TEMPORARY SEPARATION WALLS SHALL BE PERMITTED TO BE OF NON-RATED WALLS AND OPENING PROTECTIVES.

HOWEVER CONTRACTOR SHALL COORDINATE THE INSTALLATION OF TEMPORARY SPRINKLER HEADS IN

TEMPORARY SPACES, SUCH AS ANTE ROOMS CREATED BY TEMPORARY SEPARATION WALLS IN ORDER TO ENSURE

THE ENTIRE PROJECT AREA HAS CONTINUOUS FIRE SPRINKLER HEAD COVERAGE. REFER TO THE MECHANICAL

ENGINEER DRAWINGS FOR ADDITIONAL REQUIREMENTS.

9. PER NFPA 101-7.1.10.1 THE MEANS OF EGRESS SHALL BE CONTINUOUSLY MAINTAINED FREE OF ALL OBSTRUCTIONS

OR IMPEDIMENTS TO FULL INSTANT USE IN THE CASE OF FIRE OR OTHER EMERGENCY. PER NFPA 101-18.7.9.2 THE

MEANS OF EGRESS IN ANY AREA UNDERGOING CONSTRUCTION, REPAIR, OR IMPROVEMENTS SHALL BE INSPECTED

DAILY FOR COMPLIANCE WITH NFPA 101-7.1.10.1 AND SHALL ALSO COMPLY WITH THE REQUIREMENTS OF NFPA

241. CONTRACTOR SHALL DOCUMENT IN WRITING, COMPLIANCE TO THESE REQUIREMENTS.

10. FOR WORK REQUIRING A LIMITED DURATION - CONTRACTOR TO VERIFY WITH FACILITY MANAGER PRIOR TO

EXECUTION OF WORK, IF INTERIM LIFE SAFETY MEASURES APPLY AND CAN BE UTILIZED.

11. ABOVE CEILING WORK WILL REQUIRE THAT PORTIONS OF THE EXISTING CEILING BE TEMPORARILY REMOVED. IT IS

THE INTENT OF THIS DRAWING SET TO RE-INSTALL THE EXISTING CEILING BACK TO ITS ORIGINAL CODE

COMPLIANT CONDITION (UNO).

8.6.2.2

· WALLS SHALL HAVE AT LEAST A 1 HOUR FIRE RESISTANCE RATING 8.6.2.3

· OPENING PROTECTIVES SHALL HAVE AT LEAST A 45 MINUTE FIRE PROTECTION

RATING. 8.6.2.4

· NON-RATED WALLS & OPENINGS SHALL BE PERMITTED WHEN AN APPROVED

AUTOMATIC SPRINKLER SYSTEM IS INSTALLED.

NFPA 241

BASED ON CONDITIONS PRESCRIBED IN NFPA 241 - 8.6.2.4 ABOVE AND THE EXISTENCE

OF AN APPROVED AUTOMATIC SPRINKLER SYSTEM, TEMPORARY SEPARATION WALLS

ARE NOT REQUIRED TO BE FIRE RATED FOR THIS PROJECT.

PROJECT CONDITIONS

one eighth inch =

one foot

16

84

0

B

A

C

D

E

F

three inches =

one foot

6"

10

6"

one and one half inches =

one foot

one inch =

one foot

20

6"

6"

02

three quarters inch =

one foot

one half inch =

one foot

40

three eighths inch =

one foot

40

04

8

one quarter inch =

one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FIRM CERTIFICATION NO.AA26002043

DAVID WILDE, RAAR 91245

BLOC3 DESIGN PROJECT. NO. 16003.01

T.954.300.2449

1761 W. HILLSBORO BLVD, SUITE 207

DEERFIELD BEACH, FLORIDA 33442

BLOC3 DESIGN

INSTALLATION

VA MEDICAL CENTER

V.A. MEDICAL CENTER, GAINESVILLE, FLORIDA

DIGITAL DIAGNOST VS 3.0

07/21/16

DJW DJW/OQ

CONSTRUCTION DOCMENTS 10/04/16

12

PRIMARY CARE

N-SOU131592

-----

-----

-----

KEYNOTES

1

NOTE:REFER TO M/E/P FOR

ADDITIONAL INFORMATION

1. PRIOR TO COMMENCEMENT OF CONSTRUCTION INSTALL TEMPORARY ZIPWALL DUST CONTAINMENT BARRIER, WHICH

SHALL BE USED AS THE TEMPORARY ENTRANCE TO THE WORK AREA DURING ANTE-ROOM CONSTRUCTION. INSTALL

NEGATIVE AIR HEPA FILTRATION SYSTEM, REFER TO DETAIL "TEMPORARY HVAC PLAN" ON SHEET M-1 FOR SPECIFIC

REQUIREMENTS OF NEGATIVE AIR HEPA FILTRATION SYSTEM AND MAGNEHELIC GUAGE FOR CONTINUOUS MONITORING

OF NEGATIVE PRESSURE WITHIN THE PROJECT AREA. ISOLATE THE EXISTING HVAC SUPPLY/RETURN REGISTERS AND OR

OPENINGS FROM DUST AND DEBRIS DURING CONSTRUCTION. FOR ICRA REQUIREMENTS DURING CONSTRUCTION, REFER

TO OWNER PROVIDED ICRA AND ICRA BUILDING PERMIT AS WELL AS ICRA CLASS III CONSTRUCTION PROTOCOLS,

"DURING CONSTRUCTION PROJECT," ITEMS 1-5. ALL ICRA BARRIERS SHALL BE CONTINUOUSLY MAINTAINED AND IN

OPERATION THROUGHOUT THE DURATION OF THE PROJECT. FOR REMOVAL OF BARRIERS REFER TO PREREQUISITE

ITEMS 1-5 UNDER ICRA CLASS III CONSTRUCTION PROTOCOLS, "UPON PROJECT COMPLETION." NO BARRIERS SHALL BE

REMOVED UNTIL PREREQUISITE ITEM NO.1 HAS BEEN MET AND DOCUMENTED IN WRITING BY THE CONTRACTOR.

2. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND AFTER INSTALLATION OF ITEMS IN NOTE NO.1 ABOVE,

CONTRACTOR TO VERIFY EXISTING PERIMETER WALLS ARE SEALED AND SHALL TAKE MEASURES TO SEAL ALL OPENINGS

IN EXISTING PARTITIONS, ABOVE CEILING AT CONSTRUCTION LIMIT LINE TO FLOOR DECK AS REQUIRED W/ TAPED FIRE

RETARDANT VISQUEEN BARRIER SO THAT THE CONSTRUCTION AREA CAN BE MADE NEGATIVE PRESSURE RELATIVE TO

ADJACENT SURROUNDING SPACES.

3. SEAL EXISTING DOOR OPENING AIR TIGHT WITH FIRE RETARDENT VISQUEEN BARRIER TAPED TO DOOR FRAME TO

ISOLATE THE PROJECT AREA FROM ADJACENT AREAS. COORDINATE WORK SO THAT DOOR FRAME IS PREPPED AND

REPAINTED AFTER DUST PRODUCING WORK AT THE PROJECT AREA IS COMPLETE AND BARRIER REMOVAL

REQUIREMENTS IN NOTE NO.1 ABOVE ARE MET.

4. TEMPORARY ZIPWALL SECONDARY DUST CONTAINMENT BARRIER AT CONSTRUCTION ENTRANCE DOOR. INSTALL PER

NOTE NO.1 ABOVE AS INDICATED IN DETAILS 2 AND 3 ON THIS SHEET. MAINTAIN MINIMUM 6'-0" CLEAR WIDTH AT

CORRIDOR.

5. AS RELATES TO ANY MECHANICAL, ELECTRICAL, PLUMBING WORK REQUIRED OUTSIDE OF THE PROJECT AREA FOR

LIMITED PIPING/CONDUIT WORK, CONTRACTOR SHALL UTILIZE A MOBILE CONTAINMENT MODULE TO MEET THE CLASS

III ICRA REQUIREMENTS FOR LIMITED ABOVE CEILING WORK. PRIOR TO SETTING MODULE, VERIFY THAT PROPER

EGRESS CLEARANCE IS MAINTAINED AROUND MODULE ENCLOSURE. WORK IN THESE AREAS SHALL BE COMPLETED AFTER

NORMAL BUSINESS HOURS AND SHALL BE COORDINATED WITH FACILITY PRIOR TO COMMENCEMENT OF WORK. IF A

MOBILE MODULE IS UTILIZED IN AN AREA WHERE AN ANTE ROOM IS REQUIRED IT MUST BE PREPPED OUTSIDE OF THE

CRITICAL AREA, MOVED INTO PLACE FOR THE WORK TO BE COMPLETED AND AFTER WORK IS COMPLETED IT SHALL BE

COVERED AND MOVED BACK TO THE NON-CRITICAL AREA BEFORE THE WORKER EXITS THE MODULE. IF THE WORK AREA

IS WITHIN AN ISOLATED ROOM, THAT ROOM CAN BE UTILIZED AS THE ANTE ROOM. USE AIR SCRUBBER WITH HEPA

FILTER AND MAINTAIN NEGATIVE AIR PRESSURE IN CONSTRUCTION WORK ZONE RELATIVE TO ADJACENT SPACE. SEE

MECHANICAL PLANS FOR PRESSURIZATION REQUIREMENTS.

6. PROVIDE AND MAINTAIN TACKY WALK-OFF MATS (PEEL SHEETS) AT EACH SIDE OF EVERY CONSTRUCTION ACCESS

OPENING.

7. DURING CONSTRUCTION PROVIDE PORTABLE FIRE EXTINGUISHER PER "PROJECT AREA REQUIREMENTS" NOTE 3.

8. NEGATIVE PRESSURE MACHINE - MECH. ENGINEER TO COORD. WITH VA.

WORK THAT GENERATES A MODERATE TO HIGH

LEVEL OF DUST OR REQUIRES DEMOLITION OR

REMOVAL OF ANY FIXED BUILDING

COMPONENTS OR ASSEMBLIES

INCLUDES, BUT IS NOT LIMITED TO:

§ SANDING OF WALLS FOR PAINTING OR WALL COVERING

§ REMOVAL OF FLOORCOVERINGS, CEILING TILES AND CASEWORK

§ NEW WALL CONSTRUCTION

§ MINOR DUCT WORK OR ELECTRICAL WORK ABOVE CEILINGS

§ MAJOR CABLING ACTIVITIES

§ ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORK SHIFT.

TYPE C

LS2.0

ICRA COORDINATION PLAN & TABLES

4

SCALE:

4

ICRA COORDINATION PLAN

1/4"=1'-0"

1. REMOVE OR ISOLATE HVAC SYSTEM IN AREA

WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS I.E.

SHEETROCK, PLYWOOD, PLASTIC, TO SEAL AREA

FROM NON WORK AREA OR IMPLEMENT CONTROL

CUBE METHOD (CART WITH PLASTIC COVERING

AND SEALED CONNECTION TO WORK SITE WITH

HEPA VACUUM FOR VACUUMING PRIOR TO EXIT)

BEFORE CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK

SITE UTILIZING HEPA EQUIPPED AIR FILTRATION

UNITS.

4. CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED CONTAINERS.

5. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE

COVERING UNLESS SOLID LID.

1. DO NOT REMOVE BARRIERS FROM WORK AREA

UNTIL COMPLETED PROJECT IS INSPECTED BY

THE OWNER'S SAFETY DEPARTMENT AND

INFECTION CONTROL DEPARTMENT AND

THOROUGHLY CLEANED BY THE OWNER'S

ENVIRONMENTAL SERVICES DEPARTMENT.

2. REMOVE BARRIER MATERIALS CAREFULLY TO

MINIMIZE SPREADING OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

3. VACUUM WORK AREA WITH HEPA FILTERED

VACUUMS.

4. WET MOP AREA WITH DISINFECTANT.

5. REMOVE ISOLATION OF HVAC SYSTEM IN

AREAS WHERE WORK IS BEING PERFORMED.

CLASS III

EXISTING TO

REMAIN

NEW

GENERAL

DOORS

(SEE A7.1 FOR DOOR SCHEDULE)

EXISTING WALLS TO REMAIN

HVAC SUPPLY AIR REGISTER

HVAC RETURN AIR REGISTER

LAY-IN SUSPENDED ACOUSTICAL

CEILING

SEE PLAN FOR HEIGHT AFF

RECESSED 2' X 4' FLUORESCENT

LIGHT FIXTURE

GWB CEILING / SOFFIT

SEE PLAN FOR HEIGHT AFF

I I

SPEAKER

FIRE SPRINKLER HEAD

RECESSED CAN LIGHT FIXTURE

· CONTRACTOR TO COORDINATE WITH THE OWNER PRIOR TO DEMOLITION WORK TO

ENSURE THAT ALL OWNER EQUIPMENT ITEMS HAVE BEEN REMOVED FROM THE

PROJECT AREA (TYPICAL FOR ALL MOVABLE EQUIPMENT).

· EXISTING FLOORING TO BE REMOVED. PREPARE CONCRETE FLOOR SLAB FOR

INSTALLATION OF NEW FLOORING PER MANUFACTURER'S RECOMMENDATIONS.

PROVIDE MOISTURE TESTING OF EXISTING CONCRETE FLOOR SLAB PER NEW

FLOORING MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF NEW

FLOORING. TYPICAL AT PROJECT AREA.

· INSTALL NEW GWB WHERE DAMAGED GWB WAS REMOVED. MATCH EXISTING

SHIELDING REQUIREMENTS AND FINISH TO LEVEL 5.

ITEMS TYPICAL TO PROJECT AREA

1. INSTALL NEW PHILIPS EQUIPMENT AND SUPPORTS. SEE STRUCTURAL AND VENDOR

DRAWINGS.

2. PATCH & REPAIR OPENINGS LEFT BY EXISTING WALL BOX REMOVAL, BACKING

INSTALLED OR DAMAGED DURING RENOVATION PROCESS. FINISH AND LEAD SHIELDING

REQUIRED TO MATCH EXISTING AND REQUIREMENTS OF PHYSICIST REPORT. PATCH AND

LEVEL AREAS OF SLAB THAT WERE REMOVED AS REQUIRED

3. EXISTING TOILET AND SINK TO REMAIN.

4. PRIME AREAS WITH RAW GWB AND / OR PATCHES. REPAINT WALLS.

5. RECONFIGURE CEILING GRID AS REQUIRED FOR NEW EQUIPMENT LAYOUT. REPLACE

AND / OR REUSE CEILING TILES. CEILING LAYOUT TO REMAIN IN SAME CONFIGURATION

6. INSTALL NEW FLOORING TO MATCH EXISTING.

7. TRIM OUT RELOCATED SPRINKLER HEADS AS REQUIRED.

8. COMPLETE INSTALLATION OF RELOCATED HVAC SUPPLY GRILLES. SEE MECH. PLANS.

9. CONTRACTOR TO COORDINATE INSTALLATION OF NEW AND/OR RELOCATED LIGHT

FIXTURES.

10. NEW CONTROL COUNTER - SEE DETAIL 1/A3.1

11. EXISTING LEAD LINED WALL AND DOORS TO REMAIN TYPICAL OF ALL WALLS IN ROOM

12. INSTALL NEW UNI-STRUT STRUCTURAL SUPPORTS SUBMIT ENGINEERED SHOP

DRAWINGS.

13. EXISTING LEAD WINDOW TO REMAIN.

14. EXISTING LEAD LINED DOOR TO REMAIN.

· CEILING TILES THAT NEED TO BE REPLACED SHALL MATCH THE EXISTING TILES. IF ALL

TILES ARE REPLACED THEY SHALL MATCH THE CURRENT FACILITY STANDARD.

· PAINT COLOR TO BE SELECTED BY OWNER

· PLASTIC LAMINATE COLOR SHALL MATCH THE FACILITY STANDARD

· SOLID SURFACE COUNTERS SHALL MATCH THE FACILITY STANDARD

FINISH NOTES (NOTES GOVERN UNLESS CONTRACTOR IS OTHERWISE DIRECTED BY OWNER IN WRITING)

1 2 4 6 11

WORK

AREA

1/A3.1

3/A3.1

3

10

2'-0"

5'-9 1/2"

2'-5"

3'-4"

14

13

5 7 8

9

12

WORK

AREA

SCALE:

1

NEW WORK FLOOR PLAN

1/4"=1'-0"

KEYNOTES

LEGENDone eighth inch =

one foot

16

84

0

B

A

C

D

E

F

three inches =

one foot

6"

10

6"

one and one half inches =

one foot

one inch =

one foot

20

6"

6"

02

three quarters inch =

one foot

one half inch =

one foot

40

three eighths inch =

one foot

40

04

8

one quarter inch =

one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FIRM CERTIFICATION NO.AA26002043

DAVID WILDE, RAAR 91245

BLOC3 DESIGN PROJECT. NO. 16003.01

T.954.300.2449

1761 W. HILLSBORO BLVD, SUITE 207

DEERFIELD BEACH, FLORIDA 33442

BLOC3 DESIGN

INSTALLATION

VA MEDICAL CENTER

V.A. MEDICAL CENTER, GAINESVILLE, FLORIDA

DIGITAL DIAGNOST VS 3.0

07/21/16

DJW DJW/OQ

CONSTRUCTION DOCMENTS 10/04/16

12

PRIMARY CARE

N-SOU131592

-----

-----

-----

SCALE:

2

NEW WORK REFLECTED CEILING PLAN

1/4"=1'-0"

A1.1

NEW WORK PLANS

6

NOTE: REFER TO M/E/P/FP DRAWINGS

FOR ADDITIONAL INFORMATION

EXISTING TO

REMAIN

NEW

GENERAL

DOORS

(SEE A7.1 FOR DOOR SCHEDULE)

EXISTING WALLS TO REMAIN

HVAC SUPPLY AIR REGISTER

HVAC RETURN AIR REGISTER

LAY-IN SUSPENDED ACOUSTICAL

CEILING

SEE PLAN FOR HEIGHT AFF

RECESSED 2' X 4' FLUORESCENT

LIGHT FIXTURE

GWB CEILING / SOFFIT

SEE PLAN FOR HEIGHT AFF

I I

SPEAKER

FIRE SPRINKLER HEAD

RECESSED CAN LIGHT FIXTURE

· CONTRACTOR TO COORDINATE WITH THE OWNER PRIOR TO DEMOLITION WORK TO

ENSURE THAT ALL OWNER EQUIPMENT ITEMS HAVE BEEN REMOVED FROM THE

PROJECT AREA (TYPICAL FOR ALL MOVABLE EQUIPMENT).

· EXISTING FLOORING TO BE REMOVED. PREPARE CONCRETE FLOOR SLAB FOR

INSTALLATION OF NEW FLOORING PER MANUFACTURER'S RECOMMENDATIONS.

PROVIDE MOISTURE TESTING OF EXISTING CONCRETE FLOOR SLAB PER NEW

FLOORING MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF NEW

FLOORING. TYPICAL AT PROJECT AREA.

· INSTALL NEW GWB WHERE DAMAGED GWB WAS REMOVED. MATCH EXISTING

SHIELDING REQUIREMENTS AND FINISH TO LEVEL 5.

ITEMS TYPICAL TO PROJECT AREA

1. INSTALL NEW PHILIPS EQUIPMENT AND SUPPORTS. SEE STRUCTURAL AND VENDOR

DRAWINGS.

2. PATCH & REPAIR OPENINGS LEFT BY EXISTING WALL BOX REMOVAL, BACKING

INSTALLED OR DAMAGED DURING RENOVATION PROCESS. FINISH AND LEAD SHIELDING

REQUIRED TO MATCH EXISTING AND REQUIREMENTS OF PHYSICIST REPORT. PATCH AND

LEVEL AREAS OF SLAB THAT WERE REMOVED AS REQUIRED

3. EXISTING TOILET AND SINK TO REMAIN.

4. PRIME AREAS WITH RAW GWB AND / OR PATCHES. REPAINT WALLS.

5. RECONFIGURE CEILING GRID AS REQUIRED FOR NEW EQUIPMENT LAYOUT. REPLACE

AND / OR REUSE CEILING TILES. CEILING LAYOUT TO REMAIN IN SAME CONFIGURATION

6. INSTALL NEW FLOORING TO MATCH EXISTING.

7. TRIM OUT RELOCATED SPRINKLER HEADS AS REQUIRED.

8. COMPLETE INSTALLATION OF RELOCATED HVAC SUPPLY GRILLES. SEE MECH. PLANS.

9. CONTRACTOR TO COORDINATE INSTALLATION OF NEW AND/OR RELOCATED LIGHT

FIXTURES.

10. NEW CONTROL COUNTER - SEE DETAIL 1/A3.1

11. EXISTING LEAD LINED WALL AND DOORS TO REMAIN TYPICAL OF ALL WALLS IN ROOM

12. INSTALL NEW UNI-STRUT STRUCTURAL SUPPORTS SUBMIT ENGINEERED SHOP

DRAWINGS.

13. EXISTING LEAD WINDOW TO REMAIN.

14. EXISTING LEAD LINED DOOR TO REMAIN.

· CEILING TILES THAT NEED TO BE REPLACED SHALL MATCH THE EXISTING TILES. IF ALL

TILES ARE REPLACED THEY SHALL MATCH THE CURRENT FACILITY STANDARD.

· PAINT COLOR TO BE SELECTED BY OWNER

· PLASTIC LAMINATE COLOR SHALL MATCH THE FACILITY STANDARD

· SOLID SURFACE COUNTERS SHALL MATCH THE FACILITY STANDARD

FINISH NOTES (NOTES GOVERN UNLESS CONTRACTOR IS OTHERWISE DIRECTED BY OWNER IN WRITING)

1 2 4 6 11

WORK

AREA

1/A3.1

3/A3.1

3

10

2'-0"

5'-9 1/2"

2'-5"

3'-4"

14

13

5 7 8

9

12

WORK

AREA

SCALE:

1

NEW WORK FLOOR PLAN

1/4"=1'-0"

KEYNOTES

LEGENDone eighth inch =

one foot

16

84

0

B

A

C

D

E

F

three inches =

one foot

6"

10

6"

one and one half inches =

one foot

one inch =

one foot

20

6"

6"

02

three quarters inch =

one foot

one half inch =

one foot

40

three eighths inch =

one foot

40

04

8

one quarter inch =

one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

C:\U

sers\O

liver\D

ropbox\projects (2)\16 PRO

JECTS\16003.01 - VA G

ainesville - Prim

ary Care - RAD

\draw

ings\05 - AD

1.1, A1.1 - 1FL D

EM

O &

N

EW

W

ORK PLAN

S.dw

g 10-01-16 06:34:52 PM

O

liver

FIRM CERTIFICATION NO.AA26002043

DAVID WILDE, RAAR 91245

BLOC3 DESIGN PROJECT. NO. 16003.01

T.954.300.2449

1761 W. HILLSBORO BLVD, SUITE 207

DEERFIELD BEACH, FLORIDA 33442

BLOC3 DESIGN

INSTALLATION

VA MEDICAL CENTER

V.A. MEDICAL CENTER, GAINESVILLE, FLORIDA

DIGITAL DIAGNOST VS 3.0

07/12/16

DJW DJW/OQ

CONSTRUCTION DOCMENTS 10/04/16

8

PRIMARY CARE

N-SOU131592

-----

-----

-----

SCALE:

2

NEW WORK REFLECTED CEILING PLAN

1/4"=1'-0"

A1.1

NEW WORK PLANS

6

NOTE: REFER TO M/E/P/FP DRAWINGS

FOR ADDITIONAL INFORMATION

ALTERNATE 2: 1 FACE TO BE

SEALED WITH GWB, SEALANT,

OR TAPE AND JOINT

COMPOUND. NOTE: OVER 1"

GAP REQUIRES BLOW-OUT

PATCH.

ONE OR TWO LAYER GWB

PACK WITH THERMAFIBER

SAFING AT

MANUFACTURED DENSITY

WITH NO VOIDS OF GAPS

ALTERNATE 1 OR 2 MAY BE

USED ON EITHER SIDE OF

WALL ON ONE SIDE OF

PENETRATION MAY REMAIN

OPEN.

ALTERNATE 1: BLOW-OUT ONE

SIDE OF WALL TAPE & JOINT

COMP. GWB OR SEALANT

METAL RUNNERS

CUT GWB TIGHT TO

CONDUIT OR PIPING

(1/4" MAX. GAP) AND

SEAL AS REQ'D.

VERTICAL METAL STUDS

@ 16" O.C. MAX.

CONDUIT OR PIPING

PACK WITH THERMAFIBER SAFING

AT MANUFACTURED DENSITY NO

VOIDS OR GAPS (TYP)

METAL STUDS

BEHIND GWB

IF ANY PIPES ARE TO BE INSULATED, DO NOT RUN INSULATION THROUGH

A WALL. AFTER PACKING GAP AROUND PIPE THROUGH THE WALL WITH

SAFING INSULATION AND GWB MUD, FLARE INSULATION ONTO FACE OF

WALL AROUND PIPE ON BOTH SIDES OF WALL, AND SEAL TO FACE OF

WALL WITH INSULATION MASTIC.

NOTE: THIS IS A TYPICAL

ARRANGEMENT REPEAT THIS

PROCEDURE AS NEEDED TO

ACCOMMODATE ALL CONDUIT

AND PIPE PENETRATIONS

THROUGH THE WALLS.

6"

MIN

1"MIN

2"MAX

MIN. 5/8" THICKNESS OF CAULK FOR 1HR.

RATED ASSEMBLY APPLIED WITHIN ANNULUS,

FLUSH WITH BOTH SURFACES OF WALL.

3 5/8" WIDE X 1 3/8" DEEP STEEL STUDS

SPACED MAX. 24" O.C.

(1) LAYER NOM. 5/8" THICK GYPSUM BOARD 4

FEET WIDE W/ SQUARE/TAPERED EDGES EA.

SIDE OF STUDS.

METALLIC THROUGH PENETRANT, SEE

ALLOWED THROUGH PENETRANT ITEMS BELOW

MIN. 1/4" DIAM. BEAD OF CAULK APPLIED TO

GYP. BD./PENETRANT INTERFACE AT POINT

CONTACT LOCATION BOTH SIDES OF WALL

DETAIL NOTES:

1. THIS DETAIL TO BE USED WITH U.L. SYSTEM NO.W-L-1001 FOR 1-HOUR RATED ASSEMBLIES.

2. THIS DETAIL TO BE USED W/ WALL ASSEMBLY CONSTRUCTED PER THE U300 OR U400 SERIES

WALL OR PARTITION DESIGNS IN THE U.L. FIRE RESISTANCE DIRECTORY AND INCLUDES THE

STUDS AND GYPSUM BOARD DESCRIBED ABOVE.

3. SEALANT: 3M COMPANY, CP 25WB+ CAULK OR FB-3000WT SEALANT

4. ONE THROUGH PENETRANT INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN

THE FIRE STOP SYSTEM. THE ANNULAR SPACE BETWEEEN THE THROUGH PENETRANT AND

PERIPHERY OF OPENING SHALL BE MIN. O" (POINT CONTACT) TO MAX 2". THROUGH PENETRANT

SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY.

5. ALLOWED THROUGH PENETRANT ITEMS:

STEEL PIPE:NOM. 24" DIA. (OR LESS) SCHED. 10 (0R HEAVIER) STEEL PIPE.

IRON PIPE: NOM. 24" DIA. (OR LESS) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE.

IRON PIPE: NOM. 12" DIA. (OR LESS) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRES. PIPE.

CONDUIT: NOM. 6" DIA. (OR LESS) STEEL CONDUIT.

CONDUIT: NOM. 4" DIA. (OR LESS) STEEL ELECTRICAL METALLIC TUBING.

COPPER TUBING: NOM. 6" DIA. (OR LESS) TYPE "L" (OR HEAVIER) COPPER TUBING.

COPPER PIPE: NOM. 6" DIA. (OR LESS) REGULAR (OR HEAVIER) COPPER PIPE.

OU

TLET BO

X

VERTICAL D

UCT

LEAD LINED GWB

PARTITION STUD

MECHANICAL DUCT

PIPE PENETRATION

LEAD LINING

SUSPENSION SYSTEM DETAILS:

PROVIDE MAIN RUNNERS CONTINUOUS IN LINE WITH EACH SIDE OF RECESSED LIGHT AND

PARALLEL MAXIMUM 4'-0" ON CENTERS IN THE CEILING FIELD. CROSS RUNNERS SHALL BE

MAXIMUM 2'-0" ON CENTERS. PROVIDE ACCESSIBLE HOLD-DOWN CLIPS FOR ACOUSTIC TILES

LESS THAN 1 LB./SQ.FT. PROVIDE MINIMUM 12 GAUGE GALVANIZED STEEL HANGER WIRE

MAXIMUM 4'-0" ON CENTERS ALONG MAIN RUNNERS.

6"

6"

6"

UPPER CABINET

BASE CABINET

GRAB BARS /

HANDRAILS

MISCELLANEOUS

ITEM

6"

6"

6"

6"

BACKING

BACKING

MIN

MIN

MIN

MIN

MIN

MIN

MIN

NOTES:

BACKING TO BE 18 GAUGE GALVANIZED SHEET METAL ATTACHED TO STUDS W/ #10 TEKS AT 8" OC

BACKING TO EXTEND TO AND BE ATTACHED TO A MINIMUM OF 1 STUD HORIZONTALLY PAST ITEM

EACH WAY.

ITEM(S) SHALL BE INSTALLED WITH FASTENERS CAPABLE OF SUPPORTING THE LOADED WEIGHT

OF ITEM(S) AS DIRECTED BY CODE REQUIREMENTS AND / OR PRODUCT MANUFACTURER.

FIRE RATED PARTITION

FIRE CAULK

METAL STUDS

NON RATED/FIRE RATED PARTITION

CORNER REINFORCING

4'-0" GWB PANEL

16" MAX

STUD SPACING

4'-0" GWB PANEL

5/8" GWB

METAL STUD

NEW PARTITION

TAPE & JOINT COMPOUND

SHIELDED/RATED WALL

SHIELDED AND/ OR FIRE RATED PARTITION SHALL REMAIN INTACT

AND NEW WALL SHALL BE FASTENED TO THE OUTSIDE OF THE

FINISH IN A MANNER THAT WILL NOT COMPROMISE THE INTEGRITY

OF THE REQUIRED RATINGS.

LOW PRIORITYHIGH PRIORITY

FIRE RATED PARTITION

FIRE CAULK

NON-RATED PARTITION

EXISTING ROOF DECK ABOVE

NEW INTEGRAL 6" COVE BASE

NEW SEAMLESS FLOOR FINISH

NOTE: THIS DETAIL IS FOR REPAIR OF EXISTING LEAD SHIELDED WALLS. PRIOR

TO INSTALLATION OF NEW LEAD LINED GYPSUM WALLBOARD CONTRACTOR SHALL

REMOVE EXISTING WALLBOARD FROM FLOOR UP TO A HEIGHT OF 7'-0" A.F.F. AT

THE AREAS INDICATED ON SHEET AD1.1, DEMOLITION PLAN.

EXISTING 3-5/8" METAL STUDS TO REMAIN

+7'-0" A.F.F.

TOP OF LEAD

SHIELDED G.W.B.

TAPE AND FLOAT JOINT FOR A SMOOTH LEVEL

WALL FINISH

NEW 5/8" GYPSUM WALL BOARD LAMINATED W/

1/16" THICK LEAD SHEET ON BACK SIDE

EXISTING G.W.B. TO REMAIN

PROVIDE 4" SOUND ATTENUATION BATTS

PROCEDURE ROOM

ADJACENT

SPACE

EXISTING ROOF DECK ABOVE

NEW INTEGRAL 6" COVE BASE

NEW SEAMLESS FLOOR FINISH

NOTE: THIS DETAIL IS FOR REPLACEMENT OF DAMAGED PORTIONS OF GWB

WALLS. PRIOR TO INSTALLATION OF NEW GYPSUM WALLBOARD CONTRACTOR

SHALL NEATLY CUT AND REMOVE EXISTING GYPSUM WALL BOARD.

EXISTING 3-5/8" METAL STUDS

TO REMAIN

TAPE AND FLOAT JOINT FOR A

SMOOTH LEVEL WALL FINISH

NEW 5/8" GYPSUM WALL

BOARD. MATCH NUMBER OF

LAYERS AND USE TYPE X GWB

AT RATED WALLS

EXISTING G.W.B. TO REMAIN

SECTIONELEVATION

EXISTING DAMAGED GWB TO BE

NEATLY AND SQUARLY REMOVED

2" MIN BEYOND DAMAGED AREAS

OR ABANDONED BOXES

2"

MIN

2"

MIN

2"

MIN

2"

MIN

SCALE:

1

PENETRATION DETAIL

1 1/2"=1'-0"

SCALE:

4

TYPICAL CEILING GRID

3/4"=1'-0"

SCALE:

3

SHIELDING DETAILS

3"=1'-0"

one eighth inch =

one foot

16

84

0

B

A

C

D

E

F

three inches =

one foot

6"

10

6"

one and one half inches =

one foot

one inch =

one foot

20

6"

6"

02

three quarters inch =

one foot

one half inch =

one foot

40

three eighths inch =

one foot

40

04

8

one quarter inch =

one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FIRM CERTIFICATION NO.AA26002043

DAVID WILDE, RAAR 91245

BLOC3 DESIGN PROJECT. NO. 16003.01

T.954.300.2449

1761 W. HILLSBORO BLVD, SUITE 207

DEERFIELD BEACH, FLORIDA 33442

BLOC3 DESIGN

INSTALLATION

VA MEDICAL CENTER

V.A. MEDICAL CENTER, GAINESVILLE, FLORIDA

DIGITAL DIAGNOST VS 3.0

07/21/16

DJW DJW/OQ

CONSTRUCTION DOCMENTS 10/04/16

12

PRIMARY CARE

N-SOU131592

-----

-----

-----

A2.1

MISC. DETAILS

7

SCALE:

5

BACKING DETAIL

3"=1'-0"

LEAD LINED PARTITION

A HEAVY LINE ON THE FLOOR PLANS INDICATES THE SIDE TO RECEIVE LEAD LINED 5/8" TYPE "X" GWB. NOTE: THE APPROPRIATE WALL / PARTITION DESIGNATION FOR THIS SAME WALL

SHALL BE AS INDICATED ON THE FLOOR PLANS.

SEE THE OWNER FURNISHED SHIELDING DESIGN REPORT FOR THE THICKNESS OF LEAD LINING AND FOR ITS REQUIRED HEIGHT ABOVE FINISHED FLOOR.

PENETRATIONS INTO THE LEAD LINING SHALL BE SEALED TO MEET SHIELDING REQUIREMENTS.

3-5/8" (MIN.) METAL STUDS @ 16" O.C. MAX (UNLESS CLOSER SPACING IS INDICATED). SEE PARTITION TYPES DETAILS SHEET.

THE SIDE OF THE WALL WITHOUT A HEAVY LINE AND THE WALL ABOVE THE REQUIRED HEIGHT FOR THE LEAD LINED BOARD SHALL HAVE 5/8" TYPE "X" GWB APPLIED AS REQUIRED IN THE

APPLICABLE WALL / PARTITION DESIGNATION ON THIS SHEET.

SEE THE OWNER FURNISHED SHIELDING DESIGN REPORT, SPECIFICATIONS, REFLECTED CEILING PLANS AND FLOOR PLANS FOR ADDITIONAL LEAD LINING REQUIREMENTS EITHER IN THE

FLOOR / CEILING BELOW OR IN THE CEILING / ROOF / FLOOR ABOVE.

LLP

A. WALL EXTENDS TO DECK ABOVE

B. NON RATED SOLID CORE WOOD OR STEEL DOOR

C. NON RATED DOOR JAMB

D. POSITIVE LATCHING REQUIRED

E. PENETRATIONS AND JOINTS SHALL BE SEALED TO RESIST THE PASSAGE OF SMOKE

F. FIRE OR SMOKE DAMPERS - PER FBCB 711.7 - ONLY REQUIRED IF PENETRATION IS A TRANSFER OPENING. NOT REQUIRED IF SYSTEM IS DUCTED

CORRIDOR WALL (SMOKE PARTITION PER FBCB 711)

3-5/8" (MIN.) METAL STUDS @ 16" O.C. MAX (UNLESS CLOSER SPACING IS INDICATED). SEE PARTITION TYPES DETAILS SHEET.

ONE LAYER 5/8" GWB EACH SIDE APPLIED VERTICALLY. STAGGER ALL VERTICAL JOINTS 16" O.C. MIN. HORIZONTAL JOINTS ARE NOT REQUIRED TO BE STAGGERED BUT SHALL

ALWAYS OCCUR ABOVE THE CEILING.

SEAL GWB TO FLOOR SLAB BELOW WITH FLEXIBLE SEALANT.

EXTEND GWB TO DECK ABOVE AND SEAL WITH FLEXIBLE SEALANT. SEAL ALL PENETRATIONS WITH FLEXIBLE SEALANT.

SEE "GENERAL NOTES FOR WALLS / PARTITIONS" ABOVE FOR ADDITIONAL REQUIREMENTS.

INSTALL SOUND ATTENUATION BLANKETS FROM FLOOR TO DECK UNLESS NOTED OTHERWISE.

WALL LEGEND

SCALE:

2

WALL PRIORITY DETAIL

3/4"=1'-0"

SCALE:

7

SHIELDED WALL REPAIR

3/4"=1'-0"

SCALE:

6

GWB REPAIR/ REPLACEMENT DETAIL

3/4"=1'-0"

10

0'-0"

FIN FLR

9'-5"

ACT CLG

1

11

12

10

2'-10"

1'-10"

2'-1"

4"

25

22

24

23

24

24

19

26

27

54

17

2

4" (UNO)

4

7'-0"

4'-4" U

NO

1'-0" UNO

(SEE INT ELEVS)

3"

3 1/2"

17

18

23

19

24

22

25

25

2

15

1

(SEE IN

T. ELEVATIO

NS)

25

FRONT

2'-7" TYP.

3"

3"

R

2

"

R

1

'

-

2

"

R

2

"

3"

24

22

5

20

3"

4"

6

2

4" (UNO)

7

8

4

9

PROVIDE FULL HGT

BACKSPLASH AT ALL

SINK BASE CABINETS.

PROVIDE 4" HIGH

BACKSPLASH AT ALL

OTHER LOCATIONS

(UNO)

BASE CABINET AS

APPLICABLE. SEE

PLANS AND

INTERIOR

ELEVATIONS FOR

TYPE

16

2'-1" (UNO ) SEE INT ELEVS

one eighth inch =

one foot

16

84

0

B

A

C

D

E

F

three inches =

one foot

6"

10

6"

one and one half inches =

one foot

one inch =

one foot

20

6"

6"

02

three quarters inch =

one foot

one half inch =

one foot

40

three eighths inch =

one foot

40

04

8

one quarter inch =

one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FIRM CERTIFICATION NO.AA26002043

DAVID WILDE, RAAR 91245

BLOC3 DESIGN PROJECT. NO. 16003.01

T.954.300.2449

1761 W. HILLSBORO BLVD, SUITE 207

DEERFIELD BEACH, FLORIDA 33442

BLOC3 DESIGN

INSTALLATION

VA MEDICAL CENTER

V.A. MEDICAL CENTER, GAINESVILLE, FLORIDA

DIGITAL DIAGNOST VS 3.0

07/21/16

DJW DJW/OQ

CONSTRUCTION DOCMENTS 10/04/16

12

PRIMARY CARE

N-SOU131592

-----

-----

-----

KEYNOTES

1

1. CEILING (NEW OR EXIST) - SEE REFLECTED CEILING PLAN FOR HEIGHT / CONDITION

2. WALL - PROVIDE APPROPRIATE ANCHORAGE / BLOCKING

3. PLAM ON 3/4" PLYWD.

4. 2 X BLOCKING

5. SCHEDULED BASE

6. WIRE GROMMET

7. PLAM ON 1X3 ROUTED

8. PLAM ON 3/4" PLYWD COUNTERTOP SUPPORT @ 4'-0" OC MAX.

9. NOTCH BRACE FOR LEDGER

10. NIC EQUIPMENT - SEE VENDOR DWGS

11. EXISTING WALL

12. EXISTING ROOF / FLOOR STRUCTURE

13. KEY LOCK.

14. CONTINUOUS JOINT HINGE.

15. PLAM ON 3/4" PLYWD. SOFFIT

16. PLAM ON 1" PLYWD.

17. PLAM ON 3/4" PLYWD. CAB.

18. PLAM ON 1/4" HARD BD. ON 1 X 3 HANGER RAIL MTD. TO BLOCKING

19. PLAM ON 3/4" PLYWD. ADUSTABLE SHELF(S) - SEE INTERIOR ELEVATIONS FOR NUMBER

OF SHELVES IN CABINET

20. WELDED STRUCTURAL ALUMINUM SURFACE MOUNTED COUNTER BRACKET ("RAKKS"

MODEL EH-1824 OR EQUAL). CONFIGURATION SHALL COMPLY WITH ADA FOR "FORWARD

APPROACH". COUNTERTOP SHALL BE CAPABLE OF SUPPORTING A MINIMUM LOAD OF 450

POUNDS. INSTALL IN ACCORDANCE WITH SHOP DRAWINGS AND MANUFACTURER'S

INSTALLATION INSTRUCTIONS. USE FASTENERS OF TYPE, SIZE AND QUANTITY AS

SUPPLIED OR RECOMMENDED BY BRACKET MANUFACTURER FOR TYPE OF APPLICATION

AND SUBSTRATE. FINISH SHALL BE CLEAR ANODIZED.

21. COUNTERTOP - SEE FINISH PLANS FOR MATERIAL

22. BACKSPLASH - SEE FINISH PLANS FOR MATERIAL AND INTERIOR ELEVATIONS FOR

HEIGHT.

23. LINE BORING @ 1 1/4" O.C. W/ SPOON CLIPS

24. WIRE PULL HANDLE & LOCKSET (TYP)

25. CONTINUOUS CAULK @ ALL JOINTS (UNO)

26. PLAM ON 1/4" HARD BD. W/ BACKER SHEET @ BASE CABINET ONLY.

27. VERMIN PROOF ALL CASEWORK (TYP.).

NOTES:

SCALE:

1

WORKSTATION (WS1)

1"=1'-0"

A3.1

INTERIRIOR ELEVATIONS, SECTIONS &

CASEWORK DETAILS

8

SCALE:

2

SECTION

1/4"=1'-0"

· PRIOR TO CABINET DRAWING PREPARATION, CONTRACTOR TO COORDINATE ALL OWNER

SUPPLIED EQUIPMENT FOR DIMENSIONS AND OPERATING CLEARANCES TO CONFIRM

PROPER CABINET OPENINGS AND CLEARANCES. CONTRACTOR TO FIELD VERIFY ALL

DIMENSIONS.

· RABBET ALL JOINTS (TYP)

· ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED WOOD (TYP)

· CABINET DEPTHS / HEIGHTS MAY VARY FROM THOSE SHOWN. REFER TO INTERIOR

ELEVATIONS FOR ADDITIONAL INFORMATION.

· CONTRACTOR TO COORDINATE W/ MEP AND VENDOR DRAWINGS.

· CONTRACTOR TO COORDINATE QUANTITY AND LOCATION OF GROMMETS WITH VENDOR

DRAWINGS, EQUIPMENT LOCATIONS & FACILITY.

SCALE:

3

SINK COUNTER AND CABINET DETAIL

1"=1'-0"

SCALE:

4

BASE CABINET

1"=1'-0"

WORK

AREA

PROVIDE MAGNEHELIC DIFFERENTIAL PRESSUREGUAGE (SCALE 0 TO 0.5 "WG) MAINTAIN 0.01 TO0.02" WG DIFFERENTIAL PRESSURE TO AREASOUTSIDE CONSTRUCTION LIMITS.

FILTERED AIR DISCHARGETO CORRIDOR

HIPA FILTER AIRSCRUBBER

300 CFM AIREXHAUST

(RE)

NEWEM

NEWNEWEM

NEW

NEWEM

NEW

(EX)(EX)

(EX)

(RE) (RE)

1. ALL MECHANICAL WORK SHALL CONFORM TO: FBCM (5th EDITION), FBCEC (5th EDITION), FBCB (5th EDITION), FFPC (5th EDITION),AND NEC (2011).

2. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETESYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY THE OWNER AND/OR ARCHITECT MUST BE CONDITION OF THECONTRACT. SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT, FOR REVIEW PRIOR TO PURCHASING.

3. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL TRADES IN ORDER TO AVOID CONFLICTS. NO CHARGES WILL BEACCEPTED UNLESS A PRIOR WRITTEN APPROVAL HAS BEEN ISSUED BY THE OWNER/ARCHITECT.

4. THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE WITH EXISTING CONDITIONS. PRIOR TO INSTALLINGEQUIPMENT AND/OR FABRICATING DUCTWORK, A.C. CONTRACTOR SHALL CHECK THAT THERE IS SUFFICIENT CLEARANCES FOREQUIPMENT, DUCTWORK, ETC. AND ALSO TO AVOID ANY INTERFERENCE WITH THE PROCESS OF CONSTRUCTION.

5. CONTRACTOR WILL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS.

6. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONALOFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIREPROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK.

7. PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES.

8. VERIFY VOLTAGE AND EQUIPMENT POWER REQUIREMENT WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT.

9. OUTSIDE AIR INTAKES (ROOFTOP UNITS, GRAVITY ROOF VENTS, LOUVERS) SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANYEXHAUST OR SANITARY VENT.

10. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY CONTROLS FOR THE OPERATION OF THE HVAC SYSTEM.

11. PROVIDE ACCESS DOORS IN HARD CEILINGS OR WALLS REQUIRING ACCESS TO VALVES, FIRE DAMPERS, BALANCING DAMPERS,VOLUME DAMPERS OR OTHER PARTS OF THE SYSTEM WHICH REQUIRE OPERATION OR MAINTENANCE AND ARE LOCATED ATINACCESSIBLE AREAS.

12. ALL VENTILATION DUCTWORK SHALL BE GALVANIZED SHEET METAL.

13. DUCT SIZES SHOWN OR INDICATED ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS.

14. HANGERS SHALL BE PROVIDED IN ACCORDANCE WITH S.M.A.C.N.A. RECOMMENDATIONS.

15. THE OWNER SHALL APPROVE THE FINISH COLOR OF ALL EXPOSED AIR DISTRIBUTION DEVICES.

16. PROVIDE FIRE DAMPERS IN ALL DUCTS PASSING THROUGH FIRE DIVISION ASSEMBLIES. FIRE DAMPERS MUST HAVE FIRE RATINGEQUAL TO OR GREATER THAN THE PENETRATED ASSEMBLY RATING. FIRE DAMPER INSTALLATIONS SHALL COMPLY WITH ALLLOCAL CODES. PROVIDE ACCESS PANEL TO ALL FIRE DAMPERS.

17. MINIMUM DUCT INSULATION R-VALUES, HEATING AND COOLING SUPPLY AND RETURN DUCTS SHALL BE PER FBCEC (5th EDITION)TABLE C403.2.7.1

18. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND INFORM THE PROJECT ENGINEER AND ARCHITECT OF ANYDISCREPANCY BETWEEN THESE PLANS AND THE EXISTING CONDITIONS. THE CONTRACTOR SHALL INCLUDE IN HIS BID TOCORRECT SUCH CONDITION AS DIRECTED. THE ENGINEER AND ARCHITECT ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTSRESULTING FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

HVAC GENERAL NOTES:

MECHANICAL PLAN LEGEND

DESCRIPTIONSYMBOL

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

1. NOT ALL SYMBOLS MAY APPEAR ON PLANS

NOTES

ABBREVIATIONS

OA OUTSIDE AIR

RTU ROOFTOP UNITAHU AIR HANDLER UNITACCU AIR COMPRESSOR UNIT

CFM CUBIC FEET PER MINUTE

RAG RETURN AIR GRILLE

CD CONDENSATE DRAINSAG SUPPLY AIR GRILLE

N NEW DEVICE

EX EXISTING DEVICE

RE RELOCATED DEVICE

PROGRAMMABLE THERMOSAT(MOUNTED 48" AFF)

EXHAUST AIR GRILLE

one eighth inch =

one foot

16

84

0

three inches =

one foot

6"

10

6"

one and one half inches =

one foot

one inch =

one foot

20

6"

6"

02

three quarters inch =

one foot

one half inch =

one foot

40

three eighths inch =

one foot

40

04

8

one quarter inch =

one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

INSTALLATION

VA MEDICAL CENTER

V.A. MEDICAL CENTER, GAINESVILLE, FLORIDA

DIGITAL DIAGNOST VS 3.0

10/21/16

KH RH/KH

CONSTRUCTION DOCMENTS 07/12/16

12

PRIMARY CARE

N-SOU131592

-----

-----

-----

Email: MEP@PREMIER-ENGINEERS.COM

COA # 29969

mechanical | electrical | Plumbing

2799 NW 2ND AVE, SUITE H-202, BOCA RATON, FL 33431PH: 561.672.7344 | FAX: 561.892.7700

ENGINEERING + CONSULTING

1

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

TEMPORARY HVAC PLAN

2

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

MECHANICAL PLAN

MECHANICAL PLAN

M-1

12

PRIOR TO COMMENCEMENT OF ANY HVAC WORK, AN INDEPENDENT TEST & BALANCE (T&B) CONTRACTORSHALL MEASURE AND DOCUMENT IN A TYPED REPORT AS PER SMACNA STANDARDS, THE AIR FLOWQUANTITIES PROVIDED, EXHAUSTED, OR OUTSIDE AIR BY ALL EXISTING EQUIPMENT AND DUCTS TO REMAIN ORINVOLVED IN THE AREA OF WORK, SUBMIT DATA TO ENGINEER FOR REVIEW.

AIR BALANCE NOTE:

1. IN EXISTING AREA AFFECTED BY THE NEW CONSTRUCTION, CONTRACTOR SHALL RELOCATE EXISTINGHVAC EQUIPMENT, DUCTWORK, GRILLES AS NECESSARY TO ACCOMMODATE THE INSTALLATION OF NEWEQUIPMENT.

2. ALL DUCTWORK INSULATION DISTURBED BY NEW CONSTRUCTION SHALL BE REPAIRED OR REPLACED3. AFTER COMPLETION OF ALL HVAC WORK, A TEST AND BALANCE OF THE HVAC SYSTEM (OR PORTION OF

THE SYSTEM AFFECTED BY THE WORK) SHALL BE PERFORMED BY A QUALIFIED INDEPENDENT TESTINGAGENCY CERTIFIED FOR SUCH WORK.

4. RECESS EXISTING THERMOSTAT AND PLACE ALL WIRING IN WALLS

HVAC NOTES:

RELOCATE EXISTING A/C SUPPLY & RETURN

DIFFUSERS TO NEW CEILING. PROVIDE NEW FLEX

DUCT EXTENSION/REDUCTION AS NECESSARY TO

INSTALL IN NEW LOCATION. TYPICAL FOR ALL

DIFFUSERS LABELED "RE" (RELOCATED).

WORK

AREA

one eighth inch =

one foot

16

84

0

B

A

C

D

E

F

three inches =

one foot

6"

10

6"

one and one half inches =

one foot

one inch =

one foot

20

6"

6"

02

three quarters inch =

one foot

one half inch =

one foot

40

three eighths inch =

one foot

40

04

8

one quarter inch =

one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

INSTALLATION

VA MEDICAL CENTER

V.A. MEDICAL CENTER, GAINESVILLE, FLORIDA

DIGITAL DIAGNOST VS 3.0

10/21/16

KH RH/KH

CONSTRUCTION DOCMENTS 07/12/16

12

PRIMARY CARE

N-SOU131592

-----

-----

-----

Email: MEP@PREMIER-ENGINEERS.COM

COA # 29969

mechanical | electrical | Plumbing

2799 NW 2ND AVE, SUITE H-202, BOCA RATON, FL 33431PH: 561.672.7344 | FAX: 561.892.7700

ENGINEERING + CONSULTING

AREA OF WORK

OVERALL REFERENCE PLAN

E-0

9

ELECTRICAL RM

EX.

EX. 100 AMP480V/3-PHASEBREAKER FOR EXISTINGX-RAY MACHINE FEDFROM RM G-163NORMAL

EX.

EX.

EX.

ELECTRICAL PLAN LEGEND

DESCRIPTIONSYMBOL

DUPLEX RECEPTACLE 120V

QUAD OUTLET 120V

ELECTRICAL PANEL BOARD

ELECTRICAL FUSED DISCONNECT

1. NOT ALL SYMBOLS MAY APPEAR ON PLANS

2. ALL RECEPTACLES TO BE @ 15" AFF TO BOTTOM OFRECEPTACLE UNLESS NOTED OTHERWISE OR ABOVECOUNTER.

NOTES

ABBREVIATIONS

AFCI ARC FAULT CIRCUIT INTERRUPTERGFCI GROUND FAULT CIRCUIT INTERRUPTER

EC ELECTRICAL CONDUIT

AFG ABOVE FINISHED GROUND

IG ISOLATED GROUNDU.N.O UNLESS NOTED OTHERWISE

WP WEATHER PROOF

N NEW DEVICEEX EXISTING DEVICE

RE RELOCATED DEVICE

J JUNCTION BOX

S

d

DIMMER LIGHT SWITCH (+48" A.F.F, TO TOP)

3-WAY DIMMER LIGHT SWITCH (+48" A.F.F, TO TOP)S

d

3

EXISTING 2x2 LIGHT FIXTUREEX

NEW 2x2 LED LIGHT FIXTURENEW

S

EX.S

EX.S

EX.S

EX.

EX.

EX.

EX. EX.

EX.

EX.

EX. EX.

MS

10"

1"

MS

MEME

DVS

4'-0

"

MO

N

2'-0

"

2'-0

"

1'-1

"

1'-1

"

3'-6"

WAPWAPWAP

WR1

WR2

2'-4

"

CS

18'-6

5

16

"

EX.

EX.

EX.

EX.

CB

EXWL

NEW 100 AMP480V/3-PHASEBREAKER WITHSHUNT TRIP

MS

SD

NEWEM

NEW

NEWNEWEM

NEW

NEWEM

NEW

EX EX

SS

EX EX

LIGHTING FIXTURES SCHEDULE

LAMP (QTY)/ TYPEMARK MODEL

(3) 41W LED/4000K3300 LUMENS

CEILING RECESSED

DESCRIPTION MOUNTING

2'x2' RECESSED LED LIGHT FIXTURE WITH WHITEFLUSH ALUMINUM DOOR, A19, 0.156" THICK,MVOLT, #19 PATTERN ACRYLIC LENS AND LEDACCUDRIVE 0-10V DIMMING DRIVER.

MFG: LITHONIA 2TLED SERIES#2TL2-33L-FW-A19-MVOLT-D41-LP840-N100

(3) 41W LED/4000K3300 LUMENS

CEILING RECESSED2'x2' RECESSED LED LIGHT FIXTURE WITH WHITEFLUSH ALUMINUM DOOR, A19, 0.156" THICK,MVOLT, #19 PATTERN ACRYLIC LENS AND LEDACCUDRIVE 0-10V DIMMING DRIVER AND 1400LUMEN EMERGENCY BATTERY

MFG: LITHONIA 2TLED SERIES#2TL2-33L-FW-A19-MVOLT-D41-LP840-N100-EL14L

EM

one eighth inch =

one foot

16

84

0

three inches =

one foot

6"

10

6"

one and one half inches =

one foot

one inch =

one foot

20

6"

6"

02

three quarters inch =

one foot

one half inch =

one foot

40

three eighths inch =

one foot

40

04

8

one quarter inch =

one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

INSTALLATION

VA MEDICAL CENTER

V.A. MEDICAL CENTER, GAINESVILLE, FLORIDA

DIGITAL DIAGNOST VS 3.0

10/21/16

KH RH/KH

CONSTRUCTION DOCMENTS 07/12/16

12

PRIMARY CARE

N-SOU131592

-----

-----

-----

Email: MEP@PREMIER-ENGINEERS.COM

COA # 29969

mechanical | electrical | Plumbing

2799 NW 2ND AVE, SUITE H-202, BOCA RATON, FL 33431PH: 561.672.7344 | FAX: 561.892.7700

ENGINEERING + CONSULTING

1

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

EXISTING POWER PLAN

2

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

EXISTING LIGHTING PLAN

4

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

NEW POWER PLAN

NOTE:ELECTRICAL CONTRACTOR TO INSTALL EQUIPMENT IN ACCORDING TO ELECTRICALREFERENCE PLANS PROVIDED BY THE MANUFACTURER (PHILIPS) PRESENTED ONARCHITECTURAL SHEETS.

KEY NOTES:NEW 480V, 3 PHASE 70 AMP CIRCUIT BREAKER WITH SHUNT TRIP. RUN POWER FROMBREAKER TO ME, LEAVING AN 8' TAIL. SEE SHEET ED1 FOR POWER QUALITYREQUIREMENTS.

CB

NEW SHUNT TRIP (EMERGENCY OFF) LARGE MUSHROOM-HEAD BUTTON ON REMOTECONTROL STATION WITH CONTACTS TO OPERATE FEATURE OF CB.

ST

ELECTRICAL POWER & LIGHTING PLAN

E-1

11

3

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

NEW LIGHTING PLAN

EXISTING WARNING LIGHTWL

DOOR SWITCH - 120V, 5A SWITCH LIMITED TO OPEN WHEN DOOR IS OPEN. MOUNT INUPPER CORNER ON STRIKE SIDE OF MAIN ENTRY DOOR(S) (COOPER NO. 1665 OREQUIVALENT), IF REQUIRED BY LOCAL CODE OR PHYSICIST OF RECORD. (NOT SHOWNON PLAN)

DS

ME

6"W X 6"L X 4"D WALL BOX WITH REMOVABLE SCREW-TYPE COVER PLATE, FLUSHMOUNTED 39" A.F.F. TO BOTTOM OF BOX.

DVS

8"W X 8"L X 6"D CEILING BOX, FLUSH MOUNTED WITH REMOVABLE SCREW-TYPE COVERPLATE. TOP OF BOX 21" BELOW FINISHED CEILING.CS

8"W X 8"H X 4"D WALL BOX WITH REMOVABLE SCREW-TYPE COVER PLATE, FLUSHMOUNTED 22" A.F.F. TO BOTTOM OF BOX. LOCATION SHOWN IS RECOMMENDED ANDMAY BE CHANGED - VERIFY RELOCATION WITH LOCAL PHILIPS SERVICE. FOR CABLESTO ELW.

ELW

8"W X 8"L X 6"D FLOOR BOX, FLUSH MOUNTED WITH REMOVABLE SCREW-TYPE COVERPLATE.MS

4"W X 4"L X 4"D WALL BOX WITH REMOVABLE SCREW-TYPE COVER PLATE, FLUSHMOUNTED 12" BELOW TOP OF THE WALL TO TOP OF BOX. LOCATION SHOWN ISRECOMMENDED AND MAYBE CHANGED - VERIFY RELOCATION WITH LOCAL PHILIPSSERVICE.

WAP

19 1/4"W X 67"H X 4"D FLANGED-EDGE TERMINAL WALL BOX WITH REMOVABLESCREW-TYPE COVER PLATE, SURFACE MOUNTED 75" A.F.F. TO TOP OF BOX. CONDUITSTO TERMINATE ON TOP & SIDES OF THE BOX AS REQUIRED.

4" W X 4"D WALL RACEWAY, SURFACE MOUNTED WITH REMOVABLE

SCREW-TYPE COVER PLATE. "WR1" IS AT 4" A.F.F. TO BOTTOM OF

RACEWAY. "WR2" IS AT 75"A.F.F. TO BOTTOM OF RACEWAY.

WR1

WR2

CONNECT NEW LIGHT FIXTURES

TO EXISTING LIGHTING CIRCUIT

OF THE REMOVED LIGHT FIXTURES.

1. ALL ELECTRICAL WORK SHALL CONFORM TO GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTHCARE FACILITIES (FGI GUIDELINES, 2010 EDITION); ALL CODES ADOPTED BY FLORIDA STATE FIREMARSHALL'S RULE 69A-3.012 AND RULE CHAPTER 69A-60 FLORIDA ADMINISTRATIVE CODE (FAC) ANDFLORIDA STATUTE SECTION 633.022. 2011 NEC, FBCEC (5th EDITION), FBCB (5th EDITION), FFPC (5thEDITION), AND OTHER GOVERNING MUNICIPAL, STATE AND LOCAL CODES WHERE APPLICABLE.

2. ALL MATERIAL SHALL BE NEW AND SHALL BEAR THE U.L. LABEL WHERE APPLICABLE.

3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASSWORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY THEOWNER.

4. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THECONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEMAND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKINGORDER.

5. CONTRACTOR SHALL MAKE ALL NECESSARY CUTTING AND DO ALL THE REPATCHING AS NECESSARY FORTHE PROPER EXECUTION OF THIS WORK.

6. AFTER COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL TEST FREE FROM SHORT CIRCUITS ANDGROUNDS.

7. WHERE ELECTRICAL CONDUCTORS ARE INSTALLED IN CONDUIT, THE CONDUIT SHALL COMPLY WITH THEN.E.C. REQUIREMENTS.

8. ALL CONDUCTORS SHALL BE COPPER. NO CONDUCTOR SHALL BE SMALLER THAN #12 AWG AND SHALL BERATED FOR 600VOLTS THWN OR THHN INSULATION. INSTALL A GROUNDING CONDUCTOR WITH ALLCIRCUITS, UNLESS NOTED OTHERWISE, SIZED PER N.E.C. 250-122.

9. All CONDUCTORS SHALL BE IN CONDUITS. ALL CONDUITS SHALL BE GALVANIZED RIGID STEEL (GRS)EXCEPT THAT: (a) PVC CONDUITS MAY BE USED UNDER GROUND PROVIDED ELBOWS AND RISERS AREGALVANIZED RIGID STEEL OR SCHEDULE 80 PVC, WHERE SUBJECT TO PHYSICAL DAMAGE (b) ELECTRICALMETALLIC TUBING (EMT) MAY BE USED IN OR ON WALLS OR CEILINGS WHERE NOT SUBJECT TOMECHANICAL DAMAGE, DAMP OR CORROSIVE CONDITIONS, (c) LIQUID TIGHT FLEXIBLE CONDUIT WHEREREQUIRED, (d) FLEXIBLE METALLIC CONDUIT WHERE REQUIRED IN DRY LOCATIONS ONLY, (e) MC CABLEWITH DEDICATED GREEN GROUNDING CONDUCTOR WHERE PERMITTED. ALL CONDUITS IN HAZARDOUSAREAS (PER NEC) SHALL MEET THE REQUIREMENTS OF NEC CHAPTER 5.

10. GROUNDING OF RECEPTACLES AND FIXED ELECTRICAL EQUIPMENT IN PATIENT AREAS SHALL COMPLYWITH NEC 2011 517.13(A) & 517.13(B).

11. FOR UNDERGROUND ELECTRICAL CONDUITS, PROVIDE PULL BOXES, SUCH THAT NO SINGLE CONDUIT RUNHAS BENDS IN EXCESS OF 360. PULL BOXES SHALL BE SUITABLE AND APPROVED FOR THE INTENDED USE.WARNING TAPE WHICH SAYS "WARNING BURIED ELECTRIC" SHALL BE PLACED IN TRENCHES ABOVE ALLUNDERGROUND ELECTRIC CONDUITS. WHERE CONDUITS PASS UNDERNEATH PAVED AREAS, THEY SHALLBE PVC. WHERE UNDERGROUND CONDUITS ARE NOT EXPOSED TO MECHANICAL DAMAGE OR ARE NOTUNDER PAVED AREAS, THEY SHALL BE SCHEDULE 40 PVC.

12. WHERE CORE DRILLING OF FLOOR/WALLS IS REQUIRED, CONTRACTOR SHALL SEAL OPENINGSWATERTIGHT AFTER UTILITIES HAVE BEEN INSTALLED. LOCATION OF CORED HOLES SHALL COORDINATEWITH LOCATION OF EQUIPMENT IN A MANNER TO BE CLEAN AND FUNCTIONAL. THE CONTRACTOR SHALLINSTALL ONLY ONE CONDUIT PER HOLE AND SEAL THE OPENING AROUND THE CONDUIT AS SPECIFIED.

13. PROVIDE FIRE RETARDANT U.L. APPROVED SEALANT ON All PENETRATIONS OF FIRE RATED PARTITIONS,WALLS AND STRUCTURAL SLABS IN ACCORDANCE TO SECTION 714 OF FBCB (5th EDITION). CONTRACTORTO VERIFY, PRIOR TO SUBMITTING BID, LOCATIONS OF ALL SUCH FIRE RATED PARTITIONS, WALLS ANDSTRUCTURAL SLABS.

14. VERIFY BREAKER AND CORRESPONDING WIRE SIZES FOR ALL ELECTRICAL EQUIPMENT. DO NOT ORDERMATERIAL BEFORE VERIFYING BREAKER & WIRE SIZE. REPORT ANY DISCREPANCY IMMEDIATELY TO THEENGINEER OF RECORD.

15. SAFETY SWITCHES SHALL BE SQUARE 'D', GENERAL ELECTRIC, OR SIEMENS, FUSED OR NON-FUSED ANDSIZED AS INDICATED. NEMA 3R WHEN EXPOSED TO WEATHER

16. PANELS SHALL BE SQUARE 'D', GENERAL ELECTRIC OR EQUAL, TYPE AND NUMBER OF BREAKERS ASINDICATED ON PANEL SCHEDULE. STENCIL PANEL DESIGNATION ON INSIDE OF PANEL. ALL TWO-POLEBREAKERS SHALL BE COMMON TRIP. PROVIDE TYPE WRITTEN SCHEDULE IN EACH LOAD CENTERS.CONNECTION TO MAIN BUS SHALL BE WITH BURNDY ANNULAR COMPRESSION LUGS. PANELS AIC RATINGSHALL BE AS INDICATED ON PLANS.

17. CONTRACTOR SHALL PROVIDE A TYPE WRITTEN DIRECTORY OF EACH PANEL BOARD. HAND WRITTENDIRECTORY IS NOT ACCEPTABLE, EXCEPT SPARE AND SPACES SHALL BE HANDWRITTEN IN PENCIL.

18. INSTALL "BACK TO BACK" BOXES IN RATED WALLS AT LEAST 609.6MM (24 INCHES) APART MEASUREDHORIZONTALLY. OTHERWISE WHERE "BACK TO BACK" PENETRATIONS IN FIRE RATED ASSEMBLIES ARELESS THAN 24 INCHES FROM EACH OTHER, PROVIDE U.L. LISTED COMPOUND APPLIED TO BACK OF THE"BACK TO BACK" BOXES.

19. PROVIDE NAMEPLATES FOR ALL PANEL BOARDS, DISCONNECTS, TRANSFORMER, TERMINAL CABINETSAND ALL ELECTRICAL EQUIPMENT IDENTIFIED BY NAME ON DRAWINGS.

20. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL LISTED BY ANAPPROVED THIRD PARTY TESTING AGENCY.

21. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT TIME OF DESIGN. VERIFY ALL EQUIPMENTAND PANEL SIZES BEFORE ORDERING AND BEFORE INSTALLATION.

22. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO COMPLY WITH LOCAL CODE FOR WINDRESISTANCE.

23. A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC 110.26 B.THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTHAND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF All. PIPING, DUCTS, EQUIPMENTFOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITHNEC 408.

24. ALL ELECTRICAL AND COMMUNICATIONS OUTLETS TO BE AT 15" A.F.F TO BOTTOM OF OUTLET UNLESSOTHERWISE NOTED, ALL LIGHT SWITCHES SHALL BE @ 48" AFF. TO TOP OF SWITCH.

25. TIME CLOCK FOR LIGHTING CONTROL TO BE AN ASTRONOMICAL TIME CLOCK.

26. ALL DIMMING MECHANISMS HAVE TO BE COMPATIBLE WITH FIXTURE DIMMING REQUIREMENTS.CONTRACTOR MUST VERIFY ALL DIMMING MECHANISM AND FIXTURE DIMMING REQUIREMENTS BEFOREANY ORDERING, INSTALLING, OR WIRING OF ANY DIMMING MECHANISMS AND FIXTURES.

27. THE ELECTRICAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF AS-BUILT DRAWINGS, SHOWING ALLCHANGES AND DEVIATIONS TO THE ARCHITECT/ENGINEER PRIOR TO COMPLETION OF THE PROJECT.

28. SEAL ALL NEW CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, FLOORS, ETC., TOMAINTAIN EXISTING FIRE RATING CONDITIONS. FURNISH AND INSTALL FIRE RATED ENCLOSURES FOR ALLEQUIPMENTS PENETRATING FIRE RATED ENVELOPES, SPACES, ETC. IN ACCORDANCE TO SECTION 714 OFFBCB (5th EDITION).

29. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE WIRING FOR HVAC SYSTEM: A/C EQUIPMENT(S),SMOKE DETECTORS, THERMOSTATS, TEST STATIONS, MOTORIZED VOLUME DAMPERS, ETC. ELECTRICALCONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARYCONTROL WIRING. ELECTRICAL CONTRACTOR TO THOROUGHLY REVIEW MECHANICAL PLANS ANDPROVIDE POWER TO ANY MECHANICAL EQUIPMENT OR DEVICE THAT IS NOT SHOWN ON ELECTRICALPLANS BUT IS SHOWN ON MECHANICAL PLANS.

30. INSTALL "GFCI" GROUND FAULT INTERRUPTER RECEPTACLES WITH WEATHERPROOF COVER WITHIN 25 FTOF HVAC EQUIPMENT, MOUNT RECEPTACLE ON UNISTRUT (UNLESS HVAC EQUIPMENT IS SPECIFIED WITHFACTORY INSTALLED CONVENIENT RECEPTACLE) .

31. CONTRACTOR MUST VISIT THE SITE PRIOR TO BID OR CONSTRUCTION TO VERIFY ALL EXISTINGCONDITIONS. BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTINGCONDITIONS AT THE BUILDING SITE. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS ANDDESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTORSHALL BE DEEMED TO HAVE MADE SUCH STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONSPRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED AS VALID, DUE TOTHE FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST. CONTRACTOR TO REPLACE ANY EXISTINGDEVICE OR COMPONENT THAT IS CALLED AS EXISTING IF IT IS NOT FULLY OPERATIONAL.

32. OPERATING MANUALS AND MAINTENANCE MANUALS SHALL BE PROVIDED TO BUILDING OWNER INACCORDANCE TO SECTION C405.7.4.2 OF FBCEC (5th EDITION).

33. ELECTRICAL CONTRACTOR TO PROVIDE DOCUMENTATION FOR EQUIPOTENTIAL GROUNDING IN ALLPATIENT CARE AREAS INCLUSIVE OF THE NEW PHILIPS RADIOLOGY EQUIPMENT AS PER NFPA 99 (2005),SECTION 4.3.3 & FBC (2014), SECTION 419.3.11.6. THE EFFECTIVENESS OF THE GROUNDING SYSTEM SHALLBE DETERMINED BY VOLTAGE AND IMPEDANCE MEASUREMENTS WITH AN APPROVED METER

34. PROVIDE A DEDICATED NEUTRAL WIRE FOR EACH PHASE CONDUCTOR IN ALL PATIENT CARE AREAS. ASPER NFPA 70 (2011, SECTION 210.4B)

35. THE EQUIPMENT GROUNDING TERMINAL BUSES OF THE NORMAL AND ESSENTIAL BRANCH-CIRCUITPANELBOARDS SERVING THE SAME INDIVIDUAL PATIENT CARE VICINITY SHALL BE CONNECTEDTOGETHER WITH AN INSULATED CONTINUOUS COPPER CONDUCTOR NOT SMALLER THAN #10 AWG AS PERNFPA 70 (2011), SECTION 517.14

36. ALL RECEPTACLES SHALL BE HOSPITAL GRADE TYPE AND SHALL HAVE ENGRAVED COVER PLATES TOINDICATE THE PANEL BOARD AND CIRCUIT NUMBER POWERING THE DEVICES AS PER FBC (2010), SECTION419.3.11.11

37. GROUNDING OF RECEPTACLES AND FIXED ELECTRICAL EQUIPMENT IN PATIENT AREAS: WIRING IN PATIENTCARE AREAS SHALL COMPLY WITH NEC 2011 517.13(A) & 517.13(B).

ELECTRICAL GENERAL NOTES:

ELECTRICAL ROOM 163

(SEE SHEET E-0 FOR

LOCATION)

MINIMUMAIC=22K A

ME

1

4

KEY NOTES:

4"#1 CU & 1#1 CU GROUND IN NEW 2" CONDUIT

FEEDER SIZES:

#

#

1

2 3/4" CONDUIT

ST

NOTE:PROVIDE 120V CIRCUIT FOR SHUNTTRIP BREAKER CB1

70 ASHUNT TRIP

CB

EXISTINGFEEDERS

EXISTINGBREAKER

NEW 480V, 3 PHASE 70 AMP CIRCUIT BREAKER WITH SHUNT TRIP. RUN POWER FROMBREAKER TO ME, LEAVING AN 8' TAIL. SEE SHEET ED1 FOR POWER QUALITYREQUIREMENTS.

CB

NEW SHUNT TRIP (EMERGENCY OFF) LARGE MUSHROOM-HEAD BUTTON ON REMOTECONTROL STATION WITH CONTACTS TO OPERATE FEATURE OF CB.

ST

ROOM#164

277V/480V3-PHASE

NEW

REPLACE EXISTING100 AMP 480V BREAKERWITH NEW 70 AMP 277/480V3-PHASE 22K AIC BREAKERWITH SHUNT TRIP.RECONNECT NEW BREAKERTO EXISTING FEEDERS

100 A

277V/480V3-PHASE

NORMAL

EXISTINGFEEDERS

one eighth inch =

one foot

16

84

0

three inches =

one foot

6"

10

6"

one and one half inches =

one foot

one inch =

one foot

20

6"

6"

02

three quarters inch =

one foot

one half inch =

one foot

40

three eighths inch =

one foot

40

04

8

one quarter inch =

one foot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

INSTALLATION

VA MEDICAL CENTER

V.A. MEDICAL CENTER, GAINESVILLE, FLORIDA

DIGITAL DIAGNOST VS 3.0

10/21/16

KH RH/KH

CONSTRUCTION DOCMENTS 07/12/16

12

PRIMARY CARE

N-SOU131592

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Email: MEP@PREMIER-ENGINEERS.COM

COA # 29969

mechanical | electrical | Plumbing

2799 NW 2ND AVE, SUITE H-202, BOCA RATON, FL 33431PH: 561.672.7344 | FAX: 561.892.7700

ENGINEERING + CONSULTING

1

NTSC

ELECTRICAL RISER DIAGRAM

E-2

11

ELECTRICAL NOTES, PANELS, & RISER

DIAGRAM