11-EXHIBIT 2 - Halifax Port Orange Pharmacy Renovation 2nd Floor CDs.pdf

AEC PROJECT NUMBER

ISSUED FOR

CONSTRUCTION

REVISIONS

/2

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A

M A u to d e s k D o c s /2

H a lif a x P o rt

O ra n g e P h a rm a c y R e n o v a ti o n

/H a lif a x P o rt

O ra n g e

P h a rm a c y

R e n o v a ti o n n d

F lo o r_

A R

.r v t

20070225000

HALIFAX HEALTH MEDICAL CENTER

2ND FLOOR PHARMACY RENOVATION

1041 DUNLAWTON AVE,

PORT ORANGE, FL 32127

CONSTRUCTION DOCUMENTS

06/23/2025

BUILDING ID: BLDG. ID

Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

© 2025 RS&H, INC

SHEET INDEX

SHEET NUMBER SHEET NAME

00 GENERAL

G002 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

G003 ADA COMPLIANCE AND ACCESSIBILITY

G004 GENERAL PROJECT NOTES

G101 OVERALL 2ND FLOOR LIFE SAFETY PLAN

07 ARCHITECTURAL

A102 ENLARGED 2ND FLOOR DEMOLITION PLAN, FLOOR PLAN, REFLECTED CEILING PLAN AND NOTES

A401 INTERIOR ELEVATIONS AND DETAILS

A501 PARTITION TYPES

A601 DOOR SCHEDULE, DOOR TYPES, DETAILS, AND NOTES

08 INTERIORS

I101 FINISH, FLOOR PATTERN PLAN AND FINSIH SCHEDULE

10 FIRE PROTECTION

FP101 SECOND FLOOR FIRE PROTECTION PLAN

11 PLUMBING

P001 PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

P101 SECOND FLOOR PLUMBING PIPING PLANS

P701 PLUMBING RISER DIAGRAMS

13 MECHANICAL

M001 MECHANICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

M101 SECOND FLOOR MECHANICAL PLANS

M501 HVAC DETAILS & SCHEDULES

14. ELECTRICAL

E001 ELECTRICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

E100 OVERALL ELECTRICAL PLAN

E501 ELECTRICAL DETAILS

E601 ELECTRICAL SCHEDULES

E701 ONE LINE DIAGRAM

407-893-5800 Fax 407-264-6624

301 E. Pine Street, Suite 350 Orlando, Florida 32801 www.rsandh.com

FL Cert. Nos. AAC001886 * IB26000956 *

5620 * LCC000210 * GB238

NO. DESCRIPTION DATE

ED101 SECOND FLOOR ELECTRICAL DEMOLITION PLANS

E101 SECOND FLOOR ELECTRICAL PLANS

ARCHITECTURAL ABBREVIATIONS PLAN SYMBOLS

1-HOUR RATED WALL 2-HOUR RATED WALL

3-HOUR RATED WALL SMOKE RATED WALL

BATT INSULATION CONCRETE

EARTH EXPOSED & FINISHED WOOD TRIM

GYPSUM / PLASTER MASONRY - BRICK

PLYWOOD

RIGID INSULATION STEEL

MATERIAL SYMBOLS

STUCCO / E.I.F.S.

GRAVELGRASS

MASONRY - CONCRETE BLOCK

TILE / CARPET

XX

View Name

SCALE:1/8" = 1'-0"

DOOR TAG

CALLOUT HEAD & REGION

A101

A1

SIM

BUILDING SECTION

KEYNOTE

BUILDING SECTION LEVEL HEAD

A1

A101

SIM

A1

A101

SIM

A1

A101

SIM

A1

A101

SIM

Name Elevation

ROOM TAG WALL TAG

XXX

DETAIL SECTION

WINDOW & STOREFRONT TAG

MATERIAL TAG

VIEW REFERENCE

REVISION TAG

NORTH ARROW

XX

A101 A101

ELEVATION - EXTERIOR ELEVATION - INTERIOR

WALL SECTION

CEILING TAG

XXXX 12'-0" AFF

CEILING TYPE

CEILING HEIGHT

*NOTE - REFER TO PARTITION TYPE SHEET FOR INFO ON TAG

PT-1

FURNITURE & EQUIPMENT TAG TOILET ACCESSORY TAG

1i 1i

ROOM NAME

N

PN

SEE -/---

SEE -/---

N

PN

VICINITY MAP

LOCATION MAP

N

PN

X#-X

A

B

C

D

54321

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

/2

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:4 :4

A

M A u to d e s k D o c s /2

H a lif a x P o rt

O ra n g e P h a rm a c y R e n o v a ti o n

/H a lif a x P o rt

O ra n g e

P h a rm a c y

R e n o v a ti o n n d

F lo o r_

A R

.r v t

CONSTRUCTION DOCUMENTS

RS&H

MW

1041 DUNLAWTON AVE,

PORT ORANGE, FL 32127

2ND FLOOR PHARMACY

RENOVATION

20070225000

06/23/2025

RS&H

G002

GENERAL NOTES,

ABBREVIATIONS AND

SYMBOLS

© 2025 RS&H, INC

Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

& AND

@ AT

A/C AIR CONDITIONER

AB ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFS ABOVE FLOOR SLAB

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ANOD ANODIZED

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE OR APPROXIMATELY

ARCH ARCHITECTURE, ARCHITECTURAL

AVG AVERAGE

AWI ARCHITECTURAL WOODWORK INSTITUTE

BHMI BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC.

BIM BUILDING INFORMATION MODELING

BLDG BUILDING

BM BEAM

BO BOTTOM OF

BUR BUILT-UP ROOFING

CFMF COLD FORMED METAL FRAMING

CJ CONTROL JOINT

CL CENTERLINE

CL OTS CENTERLINE OF TENANT SEPARATION

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

COLS COLUMNS

CONC CONCRETE

CONT CONTINUOUS

DIA DIAMETER

DR DOOR

DS DOWNSPOUT

DTL OR DET DETAIL

DWG DRAWING

EA EACH

EFS EXTERIOR FACE OF SHEATHING

EJ EXPANSION JOINT

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATION

ENG ENGINEER, ENGINEERING

EOS EDGE OF SLAB

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

ERD EMERGENCY ROOF DRAIN

ETD ESTIMATED TRAVEL DISTANCE

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTERIOR

FD FIRE DAMPER, FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FHC FIRE HOSE CABINET

FID FLIGHT INFORMATION DISPLAY

FIN. FINISH, FINISHED

FLR FLOOR

FO FACE OF

FOB FACE OF BRICK

FOP FACE OF POST

FRP FIBER REINFORCED PANEL

FT FEET

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GBF GYPSUM BOARD FURRING

GID GATE INFORMATION DISPLAY

GL GLASS

GP GLOSSY PAINT

GWB GYPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIB

HDW HARDWARE

HGT OR HT HEIGHT

HKS HOOKS

HM HOLLOW METAL

HORIZ HORIZONTAL

HVAC HEATING VENTILATION & AIR CONDITIONING

i.e. THAT IS, SUCH AS

ID INSIDE DIAMETER

IFS INTERIOR FACE OF STUD

IN. INCH, INCHES

INSUL INSULATION

INT INTERIOR

JAN. JANITOR

JST JOIST

JT JOINT

KP KICK PLATE

LAM LAMINATE

LAV LAVATORY

LB POUND

LDG LANDING

LONG. LONGITUDINAL

LRV. LOUVER

LT LIGHT

LTG LIGHTING

LVP LUXURY VINYL PLANK

LVT LUXURY VINYL TILE

MATL MATERIAL

MAX. MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, & PLUMBING

MFGR MANUFACTURER

MGR MANAGER

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFIED

MSC MISCELLANEOUS

MTL METAL

MUFID MULTI-USER FLIGHT INFORMATION DISPLAY

N/A NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO. NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FUNISHED CONTRACTOR INSTALLED

OPG OPENING

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY AND HEALTH ACT

OVHD OVERHEAD

PDU POWER DISTRIBUTION UNIT

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PRE-FAB PRE-FABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PRESSURE TREATED

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RADIUS

RAF RAISED ACCESS FLOOR

RAG RETURN AIR GRILLE

RB RUBBER BASE

RD ROOF DRAIN

RECEP RECEPTION, RECEPTIONIST

REF REINFORCING, REINFORCEMENT

REQ'D REQUIRED

REV REVISED, REVISION

RO ROUGH OPENING

SC SEALED CONCRETE

SCHED SCHEDULE

SCW SOLID CORE WOOD

SECT SECTION

SF SQUARE FEET

SFRM SPRAYED FIRE RESISTIVE MATERIAL

SGP SEMI-GLOSS PAINT

SHT. SHEET

SHTS SHEETS

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE

SQ IN. SQUARE INCHES

SS SERVICE SINK

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL, STRUCTURE

SUSP SUSPENDED

T&G TONGUE & GROOVE

TEL. TELEPHONE

TG TEMPERED GLASS

TO STL TOP OF STEEL

TOB TOP OF BRICK, TOP OF BEAM

TOS TOP OF STEEL, TOP OF SLAB

TOSH TOP OF SHEATHING

TOW TOP OF WALL

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER

VCT OR VT VINYL COMPOSITION TILE

VDC VIRTUAL DESIGN & CONSTRUCTION

VERT VERTICAL

VR VIRTUAL REALITY

W/ WITH

WC WATER CLOSET

WCO WALL CLEANOUT

WD WOOD

WMP WIRE MESH PARTITION

WWF WELDED WIRE FABRIC

YD YARD

Ø DIAMETER

407-893-5800 Fax 407-264-6624

301 E. Pine Street, Suite 350 Orlando, Florida 32801 www.rsandh.com

FL Cert. Nos. AAC001886 * IB26000956 *

5620 * LCC000210 * GB238

NO. DESCRIPTION DATE

T-TURN CLEAR SPACE

5' - 0"

MIN.

1' - 0"

MIN.

1' - 0"3' - 0"

M

IN

2'

0"

M

IN

3'

0"

5'

0"

U-TURN AND PASSING SPACES

60" DIA.

PUSH SIDE DOOR CLEARANCE

NOTE:

Y=48" MIN. IF DOOR HAS A

CLOSER

Y

2"

M

IN

CLEAR

32" MIN.

PUSH SIDE DOOR CLEARANCE

NOTE:

X=12" MIN. IF DOOR HAS

BOTH A LATCH AND

CLOSER

M

IN

NOTE:

Y=54" IF DOOR HAS

CLOSER

PULL SIDE DOOR CLEARANCE

24" MIN.Y

8"

M

IN

PULL SIDE DOOR CLEARANCE

M

IN

18" MIN.

24" PREFERRED

NOTE:

X=36" MIN. IF Y=60"

X=42" MIN. IF Y=54"

PULL SIDE DOOR CLEARANCE

X

Y

PUSH SIDE DOOR CLEARANCE

NOTE:

Y=48" MIN. IF DOOR HAS

BOTH A LATCH AND

CLOSER

Y

2"

M

IN

54" MIN.

12"

CLEAR

32" MIN.

U .N

.O

8" 8" 8" 8" 8" 8" 8" 8"

8"

8" 8"

COUNTER DEPTH

24" MAX.

COUNTER & UNDERCOUNTER

OVER COUNTER

OUTLET

COMMON POWER

DATA/ AV CLUSTER

ISOLATED GROUND

POWER OR TELEPHONE

TYPICAL POWER GROUPING

ABOVE MILLWORK

PROVIDE GROMMETS

@ EACH GROUPING

WORK-SURFACE

TYPICAL POWER GROUPING

BELOW MILLWORK

PROVIDE GROMMET HOLE

@ EACH. GROUP

UNDER COUNTER OUTLET

8"

" 8" 8"

TYPICAL POWER GROUPING

COMMON POWER

DATA

ISOLATED GROUND

POWER OR PHONE

THERMOSTAT

LIGHTSWITCH

& DIMMERS

TYPICAL PHONE /

THERMOSTAT / SWITCH /

OUTLET / VISUAL ALARM

GROUPINGS AT CORNERS

EDGE OF WALL

VISUAL ALARM/

STROBE

8" 6"

6" - 8"

EQ EQ

THERMOSTAT

LIGHT SWITCH

& DIMMERS

TYPICAL PHONE / THERMOSTAT /

SWITCH / OUTLET / VISUAL ALARM

GROUPINGS BETWEEN COLUMNS

AND OPENINGS

WALL, COLUMN

OR OPENING

VISUAL ALARM/

STROBE

M

A X

ACCESSORIES

FIRE EXTINGUISHERS AND CABINETS

(F.E.) (F.E.C.)

NOTE: OBJECTS MOUNTED 27" OR

GREATER ABOVE FINISHED FLOOR

MUST NOT PROTRUDE FROM THE

FACE OF WALL MORE THAN 4".

6'-8" MINIMUM HEAD CLEARANCE IS

REQUIRED AT ALL TIMES.

T .O

. B R

A

IL

LE

T

E X

T

M A

X

TYPICAL BRAILLE ROOM SIGN @ GLASS SIDELIGHT

ROOM SIGNAGE

LOCATION, INCLUDE

BACKPLATE ON

OPPOSITE SIDE OF

GLASS, ALL LOCATIONS

BUILDING SIGNAGE TO BE PROVIDED AT

LOCATIONS AS REQUIRED BY 2010 ADA

STANDARDS FOR ACCESSIBLE DESIGN

4"

T .O

. B R

A

IL

LE

T

E X

T

M A

X

TYPICAL BRAILLE ROOM SIGN

ROOM SIGNAGE

LOCATION:

HOLD ROOM SIGN 2"

OFF FRAME UNLESS

NOTED

EDGE OF

DOOR 18" MIN.

CLEAR

FLOOR

SPACE

BUILDING SIGNAGE TO BE PROVIDED AT

LOCATIONS AS REQUIRED BY 2010 ADA

STANDARDS FOR ACCESSIBLE DESIGN

2"

THERMOSTAT

6" 4"

TYPICAL PHONE / THERMOSTAT / SWITCH /

OUTLET / VISUAL ALARM GROUPINGS AT

DOORS AND OPENINGS

VISUAL ALARM/

STROBE

LIGHT SWITCH

PAPER TOWEL

(FOLDED)

DISPENSER

PT1

OFCI

SOAP DISPENSER

SD1

OFCI

PROVIDE 2X WOOD BLOCKING TO WALL MOUNTED ACCESSORIES AS

REQUIRED, PER MANUFACTURER SPECIFICATION.

CFCI: CONTRACTOR FURNISHED CONTRACTOR INSTALLED

OFCI: OWNER FURNISHED CONTRACTOR INSTALLED

OFOI: OWNER FURNISHED OWNER INSTALLED

M1

CFCI

M

IN

9"

MS

CL

3'

0"

CFCI

FULL HEIGHT MIRROR MOTION SENSOR

ACTUATOR

TEMPERED GLASS

A

B

C

D

54321

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

/1

/2

:5 :4

P

M A u to d e s k D o c s /2

H a lif a x P o rt

O ra n g e P h a rm a c y R e n o v a ti o n

/H a lif a x P o rt

O ra n g e

P h a rm a c y

R e n o v a ti o n n d

F lo o r_

A R

.r v t

CONSTRUCTION DOCUMENTS

RS&H

MW

1041 DUNLAWTON AVE,

PORT ORANGE, FL 32127

2ND FLOOR PHARMACY

RENOVATION

20070225000

06/23/2025

RS&H

G003

ADA COMPLIANCE

AND ACCESSIBILITY

© 2025 RS&H, INC

Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

407-893-5800 Fax 407-264-6624

301 E. Pine Street, Suite 350 Orlando, Florida 32801 www.rsandh.com

FL Cert. Nos. AAC001886 * IB26000956 *

1. THE EXISTING-TO-REMAIN PORTIONS OF THE LIFE SAFETY PLANS WERE PROVIDED TO THE ARCHITECT BY THE PROPERTY

OWNER. RS&H, INC., TAKES NO RESPONSIBILITY FOR THEIR ACCURACY.

2. THE LIFE SAFETY PLANS ARE "DIAGRAMMATIC ONLY". THEIR PURPOSE IS SOLELY TO REPRESENT THE LIFE SAFETYCOMPONENTS FOR THE PROJECT (AS INCLUDED IN THECONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT,ELECTRICAL ENGINEER, ETC.). USE THE CONSTRUCTION DOCUMENTS (NOT THE LIFE SAFETY PLANS) FOR THE

IMPLEMENTATION OF THE REQUIRED LIFE SAFETY COMPONENTS INTO THE PROJECT.

3. ADVISE THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY LIFE SAFETY COMPONENT THAT IS SHOWN ON THE LIFE SAFETY PLANS BUT HAVE NOT BEEN INCLUDED IN THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT, ELECTRICAL ENGINEER, ETC.

4. FIELD VERIFY THAT THE REQUIRED VISIBILITY FOR EACH INDIVIDUALLY INSTALLED EXIT LIGHT IS NOT IN ANY WAY DIMINISHED DUE TO VISUAL INTERFERENCE CAUSED BY ANY OTHER LIGHT FIXTURE, DEVICE, SIGN, ETC. (COORDINATE WITH THE ARCHITECT'S REFLECTED CEILING PLANS, THE ELECTRICAL DRAWINGS, THE GRAPHICS DRAWINGS, ETC.)

5. EACH "WALL/PARTITION/BARRIER" CLASSIFICATION IN RED LETTERS ABOVE THE FINISH CEILING ON EACH SIDE OF ALL FIRE WALLS, RATED FIRE BARRIERS, RATED SMOKE BARRIERS, NON-RATED SMOKE PARTITIONS, ETC.

GENERAL NOTES FOR LIFE SAFETY PLANS:

1. CONTRACTOR SHALL SUBMIT PLANS FOR A SEPARATE PERMIT FOR THIS WORK.

2. ALL WORK SHALL COMPLY WITH THE CURRENTTLY ADOPTED VERSION OF NFPA 13.

3. ALL WORK SHALL BE DONE BY A LICENSED CONTRACTOR EXPERIENCED WITH THIS TYPE OF WORK.

4. THE EXISTING SPRINKLER SYSTEM SHALL BE REUSED WHENEVER POSSIBLE. NEW HEADS SHALL BE PROVIDED AT

LOCATIONS AS REQUIRED.

5. CONTRACTOR TO PROVIDE TEMPORARY FIRE PROTECTION OF BUILDING AS REQUIRED.

6. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW, INCLUDING PIPING, PROPOSED LOCATIONS, AND NEW SPRINKLER HEADS, AT ALL LOCATIONS. PROVIDE SPRINKLER HEADS TO MATCH EXISTING HEADS, IF APPLICABLE.

GENERAL FIRE SPRINKLER NOTES:

GENERAL NOTES FOR DEMOLITION PLANS:

1. THE DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS PROVIDED TO THE

ARCHITECT/ENGINEER BY THE OWNER, AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING WITH ANY WORK, VERIFY THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO EXISTING FIELD CONDITIONS AND THEN IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY INCONSISTENCIES BETWEEN THESE DRAWINGS AND

ACTUAL CONDITIONS.

2. IF ANY EXISTING FIREPROOFING AND/OR RATED ASSEMBLIES ARE DAMAGED DURING DEMOLITION, THEY MUST BE REPAIRED TO CONFORM TO THE ORIGINAL FIRE PROTECTION REQUIREMENTS. THE INTEGRITY OF EXISTING RATED FLOOR, WALL, BARRIER AND ROOF ASSEMBLIES TO BE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION.

3. REMOVE EXISTING CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL SHALL INCLUDE MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS AND SECURITY SYSTEMS, CABINETRY, DOORS AND WINDOWS, AND FINISHES CONTAINED AND ATTACHED. THEREIN. REMOVE DOORS, CABINET WORK, CASEWORK, WINDOWS, FRAMES, FINISHES, FIXTURES AND THEIR ATTACHEMENTS AS REQUIRED. AFTER REMOVAL, REPAIR HOLES IN EXISTING-TO-REMAIN FLOORS, WALLS, BARRIERS AND ROOFS TO COMPLY WITH ORIGINAL FIRE, SMOKE AND SOUND ASSEMBLIES, FIRE PROTECTION REQUIREMENTS, AND STRUCTURAL INTEGRITY. PREPARE SURFACES TO RECEIVE NEW FINISH PER

INTERIOR DESIGN DRAWINGS AND SPECIFICATIONS.

4. SEE OTHER DISCIPINE DRAWINGS FOR ADDITIONAL DEMOLTION SCOPE.

5. VERIFY THAT THE EXISTING CONSTRUCTION (INCLUDING DAMPERS, DUCT PENETRATIONS, DOORS, WINDOWS, FRAMES, ETC.) MEETS THE FIRE, SMOKE AND SOUND ASSEMBLY RATINGS DESIGNATED ON THE DRAWINGS AT ALL WALLS/PARTITIONS/BARRIERS, FLOORS AND ROOFS WHICH ENCLOSE OR TOUCH SPACES WHERE WORK IS BEING PERFORMED. MAKE ANY REPAIRS AND/OR MODIFICATIONS NECESSARY TO BRING THE EXISTING CONSTRUCTION UP TO THE PROPER INDICATED FIRE, SMOKE AND SOUND ASSEMBLY RATINGS. DOORS, WINDOWS, AND FRAMES WHICH DO NOT MEET THE REQUIREMENTS OF THE DESIGNATED WALL/PARTITION/BARRIER ASSEMBLIES (INCLUDING PROPER

LABELS) SHALL BE REPLACED. DESIGNATE AN ALLOWANCE FOR THIS WORK.

6. EXECUTE DEMOLITION IN CONFORMANCE WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL AUTHORITIES

HAVING JURISDICTION.

7. BRACE ALL EXISTING STRUCTURES AND ALL STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION.

8. DO NOT CUT EXISTING OR NEW STRUCTURAL WORK IN ANY MANNER THAT MAY RESULT IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. NOTIFY THE ARCHITECT AND BUILDING STRUCTURAL ENGINEER IN

WRITING OF ALL STRUCTURAL CUTS PRIOR TO EXECUTION.

9. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ANY HAZARDOUS MATERIAL, IMMEDIATELY NOTIFY THE OWNER AND THE ARCHITECT IN WRITING. NOTE: REMOVAL, DISPOSAL AND REPLACEMENT OF THE HAZARDOUS

MATERIAL IS THE SOLE RESPONSIBILITY OF THE OWNER.

10. SEAL ALL EXISTING AND ABANDONED PIPE OR CONDUIT PENETRATIONS IN ACCORDANCE WITH THE APPROPRIATE U.L.

DESIGN.

11. REMOVE ALL EXISTING ABANDONED CEILING MOUNTED HANGER WIRES, SUPPORT BRACKETS, HANGER RODS, AND

MOUNTING STRAPS.

12. OBTAIN A HOT WORK PERMIT, IN ACCORDANCE WITH NFPA REQUIREMENTS, PRIOR TO BEGINNING ANY WELDING, CUTTING, BRAZING, GRINDING OR OTHER ACTIVITIES THAT GENERATES SPARK CAPABLE OF CAUSING COMBUSTION.

13. AS REQUIRED BY NFPA, REMOVE ALL FLAMMABLE ITEMS, INCLUDING BUT NOT LIMITED TO COMPRESSED AIR AND GAS CANS OR CYLINDERS (I.E. BRAZING, ACETYLENE, PROPANE TANKS, PAINT CANS, LUBRICANTS, ETC.) FROM THE JOB SITE WHEN THE PROJECT HAS BEEN VACATED BY CONSTRUCTION PERSONNEL AND DURING THE TIME THE FIRE

ALARM SYSTEM AND FIRE SUPPRESSION SYSTEM IS INACTIVE.

14. ALL MODIFICATIONS TO THE FIRE ALARM OR FIRE SPRINKLER SYSTEM, INCLUDING AUDIO/VISUAL COMMUNICATION DEVICES, SHALL BE DEFERRED TO THE AUTHORITY HAVING JURISDICTION UNDER SEPARATE SUBMITTAL.

15. REMOVE PORTION OF EXISTING SLAB AS REQUIRED TO INSTALL NEW PLUMBING. COORDINATE WITH PLUMBING

DRAWINGS.

16. PERFORM ALL DEMOLITION IN SWIFT AND SAFE MANNER WITH A METHOD THAT KEEPS NOISE AND DISTURBANCE TO A MINIMUM. PERFORM ANY DRILLING OR WELDING DURING NON-BUSINESS HOURS AND WEEKENDS OR AS NOTED IN

PROJECT SPECIFICATIONS.

17. PERFORM THE WORK REFERENCED HEREIN WITH NO DISRUPTION TO ON-GOING ACTIVITIES IN ADJACENT TENANT SPACES. THIS INCLUDES AFTER HOURS WORK, OVERTIME, AND ANY AND ALL SPECIAL MEANS AND METHODS.

18. COORDINATE ALL CONSTRUCTION ACTIVITIES IN ADJACENT TENANT SPACES WITH BUILDING MANAGER.

1. TYPICAL PARTITION TYPE IS "A3-D" UNLESS OTHERWISE NOTED.

2. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE: TO FACE OF STUD AT METAL STUD PARTITIONS/BARRIERS OR TO OUTSIDE FACE OF EXISTING WALLS. EXTREMELY CRITICAL MINIMUM DIMENSIONS MAY BE INDICATED AS "MINIMUM", "CLEAR", “HOLD” OR "MINIMUM CLEAR".

3. "MINIMUM", "CLEAR", “HOLD” OR "MINIMUM CLEAR" DIMENSIONS MUST ACCOUNT FOR THE THICKNESS OF THE

SCHEDULED FINISH MATERIALS PRIOR TO "LAYING OUT" METAL STUD PARTITIONS/BARRIERS.

4. SEE EQUIPMENT SHEETS FOR EQUIPMENT INFORMATION AND SCHEDULES.

5. SEE INTERIOR OR FINISH SHEETS FOR FINISH INFORMATION, LOCATIONS OF ACCENT WALLS, AND WALL PROTECTION.

6. ALL PARTITIONS SCHEDULED TO RECEIVE TILE OR IN WET LOCATIONS, SHALL BE CONSTRUCTED OF WATER-

RESISTANT CORE GYPSUM WALL BOARD.

7. WHERE A ONE-HOUR RATED BARRIER OR A NON-RATED PARTITION IS SHOWN AS A CONTINUATION OF A TWO-HOUR RATED BARRIER OR COLUMN ENCASEMENT, THE OUTSIDE FACE OF THE GYPSUM BOARD SHALL BE ALIGNED. STUDS SHALL BE OFFSET AND/OR ADDITIONAL LAYERS OF GYPSUM BOARD SHALL BE PROVIDED (AS REQUIRED TO PROVIDE

FACE ALIGNMENT OF GYPSUM BOARD) WHILE MAINTAINING THE REQUIRED RATED INTEGRITY.

8. DO NOT INSTALL GYPSUM WALL BOARD IN DIRECT CONTACT WITH THE FLOOR OR STRUCTURE ABOVE WHERE APPLICABLE. STOP GYPSUM WALL BOARD ½ FROM FLOOR OR STRUCTURE AND SEAL AS REQUIRED.

9. PROVIDE PLYWOOD AND/OR METAL BLOCKING IN WALL BEYOND TVs, MILLWORK, CABINETRY, SHELVING, DOOR AND

WALL STOPS, AND WALL MOUNTED FURNITURE WITHIN OFFICES.

10. BLOCKING IN RATED WALLS TO BE FIRE RETARDANT AND SEALED WITH FIRE RETARDANT SEALANT PER UL

REQUIREMENTS OR UTILIZE METAL STRAPPING.

11. REFER TO STRUCTURAL DRAWINGS FOR SHEATHING REQUIREMENTS AND LOCATION OF EXTERIOR AND INTERIOR

SHEAR WALLS.

12. LOCATE HINGE SIDE OF ALL DOORS 4 INCHES FROM ADJACENT PARTITION, MEASURED FROM INSIDE FACE OF FRAME, U.N.O.

13. BRACE ALL WALLS OVER 12'-0" IN LENGTH BETWEEN INTERSECTING PARTITIONS TO STRUCTURE TO RESIST LATERAL

LOADING.

14. LOCATIONS WHERE PARTITIONS TERMINATE AT WINDOW MULLIONS, CENTER THE PARTITION ON THE MULLION, U.N.O.

DO NOT FASTEN INTO MULLIONS. REFER TO DETAILS ON PLANS.

15. PROPERLY PREPARE WALLS TO RECEIVE NEW FINISH(ES). JOINTS SHALL NOT BE VISIBLE AFTER NEW FINISH HAS

BEEN APPLIED. REFER TO FINISH SCHEDULE(S) AND SPECIFICATIONS.

16. USE GYPSUM WALLBOARD ACCESSORIES AS SPECIFIED.

17. ALL PARTITIONS CONTAINING SANITARY OR ROOF DRAIN PLUMBING TO BE INSULATED WITH ACOUSTICAL BATTING.

18. PROVIDE ACOUSTICAL SEALANT AROUND ALL PENETRATIONS THROUGH ACOUSTICAL PARTITIONS.

RENOVATION RELATED NOTES DELETE OR COMBINE THESE NOTES WITH ABOVE BASED ON PROJECT SCOPE.

1. ALIGN FACE OF NEW GYPSUM BOARD PARTITION/BARRIER WITH THE FACE OF EXISTING WALL OR COLUMN

ENCASEMENT.

2. PATCH AND REPAIR ANY EXISTING CONSTRUCTION TO MATCH ADJACENT EXISTING QUALITY OF WORK. REFER TO

FINISH SCHEDULE.

ADDITIONAL NOTES THAT CAN BE ADDED BASED ON PROJECT NEEDS.

1. LOCATIONS WHERE SCHEDULED PARTITION TOP TRACK ATTACHES TO CEILING GRID; SHIM WITH ATTACHMENTS AT

48" MINIMUM INTERVALS.

2. THE FOLLOWING LIST OF ROOMS (IF USED) TO HAVE THEIR PERIMETER PARTITIONS INSULATED WITH SOUND

ATTENUATION BATTS:

a. TOILET ROOMS

b. OFFICES

c. ANTE ROOM

d. CLEAN ROOM

GENERAL NOTES FOR FLOOR PLANS:

1. COMPLY WITH THE FOLLOWING NOTES IN THIS SET OF DRAWINGS WHICH ALSO APPLY TO THE REFLECTED CEILING PLANS:

A. "GENERAL NOTES" ON THIS SHEET

B. "GENERAL NOTES FOR DEMOLITION PLANS" ON THIS SHEET

C. "GENERAL NOTES FOR NEW CONSTRUCTION AND DIMENSION PLANS" ON THIS SHEET

2. CAREFULLY STUDY AND COMPARE THE REFLECTED CEILING PLANS WITH: ELECTRICAL'S LIGHTING, SYSTEMS AND COMMUNICATIONS DRAWINGS; MECHANICAL'S SUPPLY, RETURN AND EXHAUST DRAWINGS; AND FIRE PROTECTION'S DRAWINGS IF APPLICABLE. IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY ERROR, INCONSISTENCY OR OMISSION

THAT IS DISCOVERED.

3. SEE ELECTRICAL, COMMUNICATION, SECURITY AND FIRE PROTECTION DRAWINGS FOR LOCATIONS OF CEILING MOUNTED SMOKE DETECTORS, COMMUNICATION DEVICES, FIRE ALARM DEVICES, SECURITY DEVICES, ETC.

4. CEILING MOUNTED EXIT LIGHTS ARE SHOWN ON THE REFLECTED CEILING PLANS. SEE THE ELECTRICAL DRAWINGS FOR LOCATIONS OF WALL MOUNTED EXIT LIGHTS. (NOTE: THE BOTTOM OF EXIT LIGHTS SHALL BE A MINIMUM OF 7'-0" CLEAR AFF.)

5. SPRINKLER HEADS:

A. THE SPRINKLER HEADS ARE NOT SHOWN ON THE REFLECTED CEILING PLANS. REFER TO FIRE PROTECTION DRAWINGS

FOR ADDITIONAL INFORMATION.

B. RELOCATE AND/OR INSTALL SUFFICIENT HEADS IN ALL SPACES TO PROVIDE COMPLETE (100%) AUTOMATIC

SPRINKLER COVERAGE AS DEFINED IN NFPA STANDARD 13, - FIRE SUPPRESSION AND AS SHOWN ON THE FIRE PROTECTION

DRAWINGS.

C. NEITHER SPRINKLER HEADS OR CONCEALED SPRINKLER HEAD COVERS ARE ALLOWED TO BE PAINTED. VERIFY THAT

ANY SPRINKLER HEADS THAT ARE ACCIDENTALLY PAINTED ARE REMOVED FROM THE SITE AND REPLACED WITH NEW ONES.

6. ADVISE THE OWNER AND TENANTS THAT AN 18 INCH MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN THE BOTTOM OF THE EXTENDED (DROP DOWN) SPRINKLER HEADS AND THE TOP OF ANY FILES, SHELVING, EQUIPMENT, LOCKERS, ETC., (WHETHER CONTRACTOR OR OWNER FURNISHED). ADVISE THE OWNER AND TENANTS THAT ITEMS SHALL NOT BE PLACED OR STORED ON TOP OF SHELVING SO THAT THIS CODE REQUIRED 18 INCH MINIMUM VERTICAL CLEARANCE

WILL BE MAINTAINED.

7. WHERE EXISTING LAY-IN CEILING GRIDS ARE REMOVED AND RE-INSTALLED, TAKE CARE NOT TO DAMAGE THE GRID. ANY DAMAGED GRID SHALL BE REPLACED WITH NEW MATERIAL. THESE NEW MATERIALS SHALL MATCH THE EXISTING IN A UNIFORM MANNER FOR COLOR, TEXTURE, PATTERN, ETC. IF UNIFORMITY CANNOT BE ACHIEVED, REPLACE THE ENTIRE CEILING WITHIN THAT SPACE WITH NEW MATERIAL. PROVIDE NEW MATERIAL AS APPROVED BY BOTH OWNER AND

ARCHITECT IN WRITING.

8. THE "LIMITS OF CONSTRUCTION" LINES SHOWN ON THE REFLECTED CEILING PLANS APPLY ONLY TO THE LIMITS OF THE ARCHITECTURAL NEW CONSTRUCTION AND RENOVATION. SEE THE OTHER DISCIPLINES' DRAWINGS FOR THE LIMITS OF THE

NEW CONSTRUCTION AND RENOVATION FOR THEIR DISCIPLINE.

9. SEE THE INTERIOR DESIGN DRAWINGS FOR THE PAINT SPECIFICATIONS AND COLORS OF PAINTED CEILINGS AND INTERIOR SOFFITS. HORIZONTAL SURFACES OF SOFFITS SHALL BE PAINTED THE SAME COLOR AS THE VERTICAL SURFACES, UNLESS

NOTED OTHERWISE.

10. RECESSED CAN LIGHT FIXTURES:

A. THE RECESSED CAN LIGHT FIXTURES SHALL BE CENTERED IN GYPSUM BOARD SOFFITS, U.N.O

B. THE RECESSED CAN LIGHT FIXTURES SHALL BE CENTERED IN THE CEILING TILE, U.N.O.

C. RECESSED CAN LIGHT FIXTURES IN A SERIES SHALL BE ALIGNED AND EQUALLY SPACED, U.N.O.

GENERAL NOTES FOR REFLECTED CEILING PLANS:

1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS AND GOVERNING AUTHORITIES.

2. REFER TO ARCHITECTURAL, INTERIOR DESIGN, MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR

COORDINATION OF WORK.

3. NOTES APPEAR ON A NUMBER OF DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS. REFERENCE ALL ISSUED CONTRACT DOCUMENTS TO APPLY APPLICABLE NOTES, SYMBOLS AND ABBREVIATIONS TO BUILDING COMPONENTS.

4. DO NOT SCALE THE DRAWINGS.

5. VISIT THE SITE AND BECOME KNOWLEDGEABLE OF CONDITIONS. INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL THE REQUIREMENTS OF THE PROJECT AND NOTIFY THE OWNER AND ARCHITECT OF ANY EXISTING CONDITIONS REQUIRING

INFORMATION BEFORE PROCEEDING WITH ANY WORK.

6. PROTECT ALL EXISTING SITE ELEMENTS FROM DAMAGE DUE TO ALTERATION AND CONSTRUCTION OPERATIONS AND THEY

SHALL REPAIR OR REPLACE ELEMENTS DAMAGED DURING THE PROJECT.

7. ANY UTILITY SHUT-OFFS AS REQUIRED FOR COMPLETION OF THE WORK SUCH AS ELECTRICAL, GAS, WATER, SEWER, STEAM, ETC., MUST BE SCHEDULED WITH THE OWNER, ARCHITECT AND UTILITY COMPANY PRIOR TO COMMENCING WORK.

8. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED FOR THE WORK.

DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN.

9. UNLESS NOTED OTHERWISE, ALL FASTENERS AND FASTENING DEVICES ARE TO BE CONCEALED IN ALL FINISHED SPACES.

10. ANY PIPING, DUCTS, CONDUITS, ETC. THAT PENETRATE FIRE RATED FLOOR SLABS AND WALLS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE FIRE INTEGRITY OF THE FLOOR OR WALL. FIRE STOP RATINGS SHALL MATCH RATINGS OF FLOORS OR WALLS WHERE PENETRATIONS OCCUR. PROVIDE FIRE DAMPERS IN DUCTS PENETRATING FIRE-RATED WALLS AND

FLOORS TO MEET THE APPLICABLE BUILDING CODES.

11. ALL JOINTS OF ANY ELEMENT OF CONSTRUCTION WHICH ARE REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL BE INSTALLED PER THE MANUFACTURER'S PUBLISHED TESTED ASSEMBLIES, SHALL BE TIGHT AND SHALL PREVENT THE PASSAGE

OF SMOKE AND FLAME.

12. WHERE THE FIRE RATINGS OF WALLS ARE NOTED ON THE DRAWINGS, THE FIRE RATING SHALL APPLY TO THE ENTIRE PERIMETER ENCLOSURE OF THE ROOM OR SPACE FOR THE FULL LENGTH AND HEIGHT OF AREAS BEING SEPARATED, EXTENDING TO THE UNDERSIDE OF THE FLOOR OR ROOF DECK.

13. PROVIDE FIRE STOPS TO SEPARATE WALL CAVITIES FROM HORIZONTAL PLENUM AREAS AND BETWEEN FLOORS TO CLOSE OPENINGS. FIRE RATING OF STOPS SHALL MATCH THE FIRE RATING OF VERTICAL SEPARATION OR FLOOR CONSTRUCTION, WHICHEVER IS GREATER.

14. CONSTRUCTION AROUND CABINETS, PANELS AND BOXES RECESSED IN FIRE -RATED FLOOR, WALL AND CEILING

ASSEMBLIES SHALL MAINTAIN THE FIRE-RATING NOTED IN THE DRAWINGS.

15. OPENINGS IN WALL, CEILING, FLOOR AND ROOF ASSEMBLIES SHALL BE SEALED WITH PENETRATION SEALANT SYSTEMS

THAT MEET OR EXCEED THE REQUIRED FIRE RATINGS.

16. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER BY GASKETS OR COATINGS OR BOTH TO

AVOID GALVANIC CORROSION ACTION.

17. PATCH FIREPROOFING TO MATCH EXISTING.

18. SEE MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS TO DETERMINE QUANTITIES OF DIFFUSERS, GRILLES, LIGHT FIXTURES, SPRINKLER HEADS, ETC.

19. PIPE AND COLUMN FURRING SHALL BE HELD AS CLOSE TO THE PIPING AND/OR COLUMNS AS POSSIBLE, UNLESS NOTED

OTHERWISE.

20. THE EXTENT OF THE WORK SHOWN ON THE PLANS AND DETAILS REFLECTS THE BEST JUDGMENT OF THE ARCHITECT/ENGINEER. FAMILIARIZE HIM/HERSELF WITH THE EXISTING CONDITIONS AND ADVISE THE ARCHITECT, IN WRITING, OF ANY SITUATION THAT WOULD NOT ALLOW HIM/HER TO PROCEED ON THE BASIS OF THESE DOCUMENTS.

21. THE ARCHITECT/ENGINEER'S SELECTION OF MATERIALS AND DETAILS DOES NOT RELIEVE THE CONTRACTOR FROM VERIFYING WITH THE MATERIAL SUPPLIERS THAT THE PROPOSED MATERIALS ARE CORRECT AND PROPER FOR THE INTENDED

APPLICATION AND USE.

22. CONCRETE FILLS ABOVE STRUCTURAL SLABS SHALL BE REINFORCED. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

23. UNLESS NOTED OTHERWISE, WHERE AN ARCHITECTURAL FINISHED FLOOR IS TO BE PROVIDED (REQUIRING A DEPRESSED STRUCTURAL SLAB), THE FLOOR ELEVATIONS ARE TO TOP OF FINISHED FLOOR. WHERE AN ARCHITECTURAL FINISHED FLOOR IS INTENDED FOR SURFACE APPLICATION, THE FLOOR ELEVATIONS ARE TO TOP OF STRUCTURAL SLAB. REFER TO STRUCTURAL

DRAWINGS FOR LOCATION OF DEPRESSED SLABS.

24. UNLESS NOTED OTHERWISE, CONCRETE PAD WITH REINFORCING SHALL BE INSTALLED UNDER ALL FLOOR MOUNTED MECHANICAL AND ELECTRICAL EQUIPMENT. REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR THE EXTENT OF EQUIPMENT PADS. COORDINATE THE SIZE, THICKNESS AND LOCATION OF THE CONCRETE PADS

WITH THE EQUIPMENT INSTALLER.

25. AT THOSE PLACES WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES THE ACCEPTANCE OF THE SUBSTRATE AND EXISTING CONDITIONS AS

SUITABLE FOR THE APPLICATION INTENDED.

26. CONSTRUCTION OF NEW HORIZONTAL SURFACES SHALL BE LEVEL AND FLAT AND NEW VERTICAL SURFACES SHALL BE

CONSTRUCTED TO BE PLUMB, UNLESS NOTED OTHERWISE.

27. WHERE NOT INDICATED, PROVIDE BLOCKING IN WALLS, SOFFITS, AND CEILINGS RECEIVING SIGNAGE, COAT HOOKS, LOCKERS, MARKER BOARDS, AND OTHER MOUNTED ITEMS, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.

28. CONTINUOUS PERIMETER FIRE SAFING BETWEEN FLOORS SHALL BE PROVIDED AND COORDINATED WITH THE EXTERIOR WALL SYSTEMS AND ASSEMBLIES. THE FIRE SAFING'S RATING SHALL MATCH OR EXCEED THAT OF THE FLOOR CONSTRUCTION

RATING.

29. CONFIRM AND FIELD VERIFY DIMENSIONS TO COORDINATE WITH OWNER PROVIDED EQUIPMENT AND FURNISHINGS.

30. SUBSTITUTIONS OF MATERIALS MAY OCCUR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND ONLY IF AUTHORIZED

BY THE ARCHITECT.

31. PERFORM FIELD VERIFICATION OF ALL THE EXISTING CONDITIONS ON THE SITE AND SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL COMPARE THE INFORMATION TO THE CONTRACT DOCUMENTS PRIOR TO THE COMMENCEMENT

OF ALL WORK. IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES.

32. ALL CONTRACTOR PROVIDED MATERIALS SHALL BE NEW AND DELIVERED AND INSTALLED IN GOOD CONDITION AND

WITHOUT ANY DEFECTS.

33. ANY WORK NOT CONFORMING TO THESE SPECIFICATIONS WILL BE REJECTED. THE ARCHITECT OR THE OWNER MAY REJECT THE WORK. REJECTED WORK WILL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER.

34. CONTRACT DOCUMENTS ARE INCLUSIVE OF ALL DISCIPLINES DRAWINGS AND SPECIFICATIONS. ENSURE COORDINATION

ACROSS ALL DRAWINGS.

35. DELEGATED DESIGN SUBMITTALS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE ARCHITECT AND SHALL BE REVIEWED PRIOR TO INSTALLATION. ALL DELEGATED DESIGN SUBMITTALS SHALL BE SIGNED AND SEALED BY A LICENSED

PROFFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.

GENERAL PROJECT NOTES:

A

B

C

D

54321

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

/2

/2

:4 :4

A

M A u to d e s k D o c s /2

H a lif a x P o rt

O ra n g e P h a rm a c y R e n o v a ti o n

/H a lif a x P o rt

O ra n g e

P h a rm a c y

R e n o v a ti o n n d

F lo o r_

A R

.r v t

CONSTRUCTION DOCUMENTS

RS&H

MW

1041 DUNLAWTON AVE,

PORT ORANGE, FL 32127

2ND FLOOR PHARMACY

RENOVATION

20070225000

06/23/2025

RS&H

G004

GENERAL PROJECT

NOTES

© 2025 RS&H, INC

Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

407-893-5800 Fax 407-264-6624

301 E. Pine Street, Suite 350 Orlando, Florida 32801 www.rsandh.com

FL Cert. Nos. AAC001886 * IB26000956 *

DROP CEILING SOFFIT

G.I. (SOUTH) SIDE

RESP. (NORTH) SIDE

SC-2C

SC-2A SC-2B

S

S

S

S S

S

ELEV #1

ELEV #2ELEV #3

down up

AREA OF WORK

EXERCISE

AREA

HYDROTHERAPY

CLEAN

HOLDING

TOILET

SOILED

HOLDING

DRESSING

STRESS LABCONTROL ROOM

NUCLEAR MEDICINE SCAN PASSAGE

TOILET OFFICE

E - CORRIDOR

STAIR

ELECT.DOSING

ATRIUM BELOW

FIRE DOOR

MECHANICAL MECHANICAL MECHANICAL

W - CORRIDOR

STAIR

ELECT.

STAIR

MED GAS

O2 STORAGE

CORRIDOR

CLEAN ROOM

NARCOTICS

E X

IT

T

R A

V E

L D

IS

T

A N

C E

'-0

ANTE ROOM

PHARMACY

1045 SF

PICK-UP

N - CORRIDOR

FE

CODE ANALYSIS

AREA OF WORK

FIRE PROTECTION

THE BUILDING IS FULLY SPRINKLERED PER NFPA 13. SEE FIRE SPRINKLER NOTES, SHEET G004.

THE BUILDING WILL CONTAIN (OR CONTAINS) A FIRE ALARM SYSTEM CONSISTING OF

HORN/STROBES PER NFPA 72.

PORTABLE FIRE EXTINGUISHERS WILL BE PROVIDED PER NFPA 10.

G.C. SHALL PROVIDE FIRE EXTINGUISHERS DURING CONSTRUCTION PER 2010 FFPC.

MEANS OF EGRESS (FBC)

MAXIMUM TRAVEL DISTANCE (TABLE 1017.2)

GROUP I-2/ INSTITUTIONAL - 200 FT

MAXIMUM DEAD-END CORRIDOR (1020.4)

GROUP I - 20 FT

MAXIMUM COMMON PATH OF TRAVEL 75 FT

EGRESS STAIR WIDTH (FBC 1005.3.1) - .3" PER OCCUPANT

EGRESS WIDTH PER PERSON (FBC 1005.3.2) - .2" PER OCCUPANT

MINIMUM CORRIDOR WIDTH (FBC1020.2) 44" (96" REQ'D FOR BED MOVEMENT AREAS)

THE GENERAL SCOPE OF THE PROJECT CONSISTS OF APPROXIMATELY 164 SQUARE FEET OF

RENOVATIONS TO AN EXISTING I.V ROOM TO MEET THE REQUIREMENTS OF USP 797 WISH INCLUDES CLEAN

& ANTE ROOMS. THE DESIGN WILL SUPPORT THE USE OF EPIC IV SYSTEM.

CODE ANALYSIS

APPLICABLE CODES

2023 FLORIDA BUILDING CODE (FBC): BUILDING (6TH EDITION)

2023 FLORIDA BUILDING CODE (FBC): EXISTING BUILDING (6TH EDITION)

2023 FLORIDA BUILDING CODE (FBC): MECHANICAL (6TH EDITION)

2023 FLORIDA BUILDING CODE (FBC): PLUMBING (6TH EDITION)

2023 FLORIDA BUILDING CODE (FBC): ACCESSIBILITY (6TH EDITION)

2020 NATIONAL ELECTRICAL CODE

2023 FLORIDA FIRE PREVENTION CODE

2019 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 110, EMERGENCY & STANDBY POWER

2021 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, LIFE SAFETY CODE

2021 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 99, HEALTH CARE FACILITIES CODE

2019 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, FIRE ALARM

2020 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, ELECTRICAL

2019 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, SPRINKLERSGUIDELINES FOR THE DESIGN AND

UNITED STATES PHARMACOPEIA (USP) CHAPTERS 797 & 800

APPLICABLE CODES - AHCA

GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF HOSPITALS AND OUTPATIENT FACILITIES 2022

EDITION.

F.A.C. 69A-60 F.A.C. 69A-3.012

OCCUPANCY CLASSIFICATION (FBC/LSC)

INSTITUTIONAL GROUP I-2 (FBC 308)

BUILDING DATA

TOTAL GROSS BUILDING SQUARE FOOTAGE: ~ 24,864 SF

NUMBER OF FLOORS: 5

HEIGHT OF BUILDING: EXISTING

ALLOWED PER CODE: 180'-0" IN CODE + 20' FOR AUTOMATIC SPRINKLER

SPRINKLERED: YES

PROJECT DESCRIPTION

2ND LEVEL I-2 INSTITUTIONAL OCCUPANT LOAD FACTOR = 120 OCCUPANTS / SF

AREA OF WORK 164 SF

OCCUPANT LOAD FACTOR 120 OCCUPANTS / SF

TOTAL OCCUPANT LOAD 2 OCCUPANTS

PLUMBING FIXTURE COUNT (IPC)

WATER CLOSETS:

LAVATORIES:

EXISTING (NO CHANGE)

EXISTING (NO CHANGE)

CODE ANALYSIS

SMOKE COMPARTMENTS & EGRESS WIDTH

SMOKE

COMPARTMENT

ZONE

COMPARTMENT

GROSS FLOOR

AREA (SF)

SF PER

OCCUPANT

OCCUPANT

LOAD

EXIT CAPACITY

REQUIRED

DOOR

(0.2)

STAIR

(0.3)

EXIT WIDTH

PROVIDED

(STAIRS)

SC-2A 4,070 240 17 3" 5" 48"

DRINKING FOUNTAINS:

SERVICE SINKS:

EXISTING (NO CHANGE)

EXISTING (NO CHANGE)

(EXISTING; NO CHANGE)

TYPE IB, SPRINKLERED PER TABLE 601

NON BEARING INTERIOR WALLS AND PARTITIONS ARE NOT REQUIRED TO BE FIRE RATED.

CONSTRUCTION CLASSIFICATION (FBC)

SC-2B 16,469 240 69 14" 20" 48"

SC-2C 2,575 240 11 2" 3" 48"

SYMBOL LEGEND

LIFE SAFETY LEGEND

FIRE EXTINGUISHER

ETD 60' - 0"

CPT 20' - 0"

EXIT SIGN WITH DIRECTIONAL ARROW

NEW CONSTRUCTION

34"

FE

OUTSIDE SCOPE OF PROJECT

EXISTING CONSTRUCTION TO REMAIN

1-HOUR FIRE RATED PARTITION

1-HOUR FIRE/SMOKE RATED PARTITION

2-HOUR FIRE RATED PARTITION

TRAVEL DISTANCE TO EXIT

EXIT SIGN

COMMON PATH OF TRAVEL DISTANCE

DOORWAY EXIT WIDTH

NOTE: ALL CORRIDOR WALLS ARE SMOKE TIGHT

PARTITION LEGEND

GENERAL NOTES

1. THE LIFE SAFETY PLANS ARE "DIAGRAMMATIC ONLY". THEIR PURPOSE IS SOLELY TO REPRESENT THE

LIFE SAFETYCOMPONENTS FOR THE PROJECT (AS INCLUDED IN THE CONSTRUCTION DOCUMENTS

PREPARED BY THE ARCHITECT,ELECTRICAL ENGINEER, ETC.). USE THE CONSTRUCTION DOCUMENTS (NOT THE LIFE SAFETY PLANS) FOR THE IMPLEMENTATION OF THE REQUIRED LIFE SAFETY COMPONENTS INTO

THE PROJECT.

2. ADVISE THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY LIFE SAFETY COMPONENT THAT IS SHOWN ON THE LIFE SAFETY PLANS BUT HAVE NOT BEEN INCLUDED IN THE CONSTRUCTION DOCUMENTS

PREPARED BY THE ARCHITECT, ELECTRICAL ENGINEER, ETC.

3. FIELD VERIFY THAT THE REQUIRED VISIBILITY FOR EACH INDIVIDUALLY INSTALLED EXIT LIGHT IS NOT IN ANY WAY DIMINISHED DUE TO VISUAL INTERFERENCE CAUSED BY ANY OTHER LIGHT FIXTURE, DEVICE, SIGN, ETC. (COORDINATE WITH THE ARCHITECT'S REFLECTED CEILING PLANS, THE ELECTRICAL

DRAWINGS, THE GRAPHICS DRAWINGS, ETC.)

4. EACH "WALL/PARTITION/BARRIER" CLASSIFICATION IN RED LETTERS ABOVE THE FINISH CEILING ON EACH SIDE OF ALL FIRE WALLS, RATED FIRE BARRIERS, RATED SMOKE BARRIERS, NON-RATED SMOKE

PARTITIONS, ETC.

SCALE: = 1'-0"

A

B

C

D

54321

3/32"

0 8 16 248

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

/1

/2

:3

:2

A

M A u to d e s k D o c s /2

H a lif a x P o rt

O ra n g e P h a rm a c y R e n o v a ti o n

/H a lif a x P o rt

O ra n g e

P h a rm a c y

R e n o v a ti o n n d

F lo o r_

A R

.r v t

CONSTRUCTION DOCUMENTS

MV

MW

1041 DUNLAWTON AVE,

PORT ORANGE, FL 32127

2ND FLOOR PHARMACY

RENOVATION

20070225000

06/23/2025

RS&H

G101

OVERALL 2ND FLOOR

LIFE SAFETY PLAN

© 2025 RS&H, INC

Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

407-893-5800 Fax 407-264-6624

301 E. Pine Street, Suite 350 Orlando, Florida 32801 www.rsandh.com

FL Cert. Nos. AAC001886 * IB26000956 *

5620 * LCC000210 * GB238

SCALE: 3/32" = 1'-0"

A1

OVERALL 2ND FLOOR LIFE SAFETY PLAN

KEY PLAN:

A

SOILED

HOLDING

EXERCISE

AREA

HYDROTHERAPYCLEAN ROOM

F2-A

F3-D

1'

1'

A3-D

A401D1

D2

D3

D4

LWR

LWR

MS

A401C1 C2

MS

E-2

E-1

2F 2F F2-A.1

A3-D

1F

1F

3F

1' - 0"

4"1'

" F2-A.1

F2-A

F2-A

5F

4F

ANTE ROOM

5F

5F

3'

4' - 6"

A4

A501

1' - 0"

8' - 0" 1' - 2"

LWR

OFFICE

PHARMACY

MS

HYDROTHERAPY

SOILED

HOLDING

I.V. ROOM

EXERCISE

AREAPHARMACY

1D 2D

3D

4D 5D

5D

6D

7D

S

MS

M

EXIT

NAM

C O

N T

R A

C T

O R

E N

T R

A N

C E

CONSTRUCTION

ANTE ROOM

OFFICE

2D

SOILED

HOLDING

EXERCISE

AREA

HYDROTHERAPY

CLEAN ROOM

ACT1 8'-0" AFF

ANTE ROOM

OFFICE

PHARMACY

PARTITION LEGEND

DEMOLITION PLAN LEGEND

REMOVE EXISTING CONSTRUCTION

EXISTING CONSTRUCTION TO REMAIN

AREA NOT IN CONTRACT (NIC) U.N.O.

INSTALL TEMPORARY FIRE RETARDANT DUST BARRIER

WALL BEFORE BEGINNING DEMOLITION &

CONSTRUCTION -SEE DETAIL A4/A501

PATH OF CONTRACTOR ACCESS FROM EXTERIOR DOOR TO ENTRY

DOOR OF CONSTRUCTION ANTE ROOM. PROVIDE STICKY MATTS

ON BOTH SIDES OF ANTE ROOM DOOR.

S.M. STICKY MAT, INSTALL AT ALL CONSTRUCTION ENTRANCES

N.A.M.

PROVIDE HEPA-FILTERED NEGATIVE AIR HVAC UNIT -DISCHARGE

FILTERED AIR THRU TEMPORARY DUST BARRIER WALL

FIRE RETARDANT PLASTIC MEMBRANE DUST BARRIER

W/ ZIPPER ACCESS DOOR

NOTE: SEE GENERAL NOTES ON SHEET G004

DEMOLITION PLAN KEYNOTES

REMOVE EXISTING FLOORING & WALL BASE.

PREPARE EXISTING SLAB TO RECEIVE NEW FLOOR FINISHES.

REMOVE EXISTING CEILING, SOFFIT, AND ALL CEILING DEVICES.

TURN OVER EXISTING CEILING DEVICES TO OWNER FOR REUSE/STORAGE.

CORE DRILL EXISTING SLAB TO ACCOMMODATE SANITARY PIPING PENETRATIONS

LOCATIONS, SEE FLOOR PLAN AND PLUMBING PLAN.

REMOVE EXISTING DOOR & FRAME AND PORTION OF EXISTING WALL AS

REQUIRED TO INSTALL NEW DOOR AND FRAME. TURN OVER EXISTING DOOR

AND DOOR HARDWARE TO OWNER FOR REUSE/STORAGE.

REMOVE EXISTING PLUMBING FIXTURE AND ACCESORIES

AND SALVAGE FOR REUSE.

REMOVE EXISTING MILLWORK.

SALVAGE EXISTING EQUIPMENT AND PROTECT DURING CONSTRUCTION.

PREPARE FOR REINSTALLATION.

1D

2D

3D

4D

5D

6D

7D

PARTITION LEGEND

FLOOR PLAN LEGEND & SHEET NOTES

NOTE: REFER TO PARTITION TAGS ON PLANS AND PARTITION TYPE DETAILS.

(ALL PARTITION TO BE A3-D UNLESS NOTED OTHERWISE)

SEE GENERAL NOTES ON SHEET G004

EXISTING CONSTRUCTION TO REMAIN

AREA NOT IN CONTRACT (NIC) U.N.O.

NON-RATED WALL SYSTEM

A3-D PARTITION TAG, SEE TYPE ON SHEET A501

LWR

IN-WALL LOW WALL RETURN GRILLE.

REFER TO MECH. DRAWINGS

MS MOTION SENSOR ACTUATORS

1F

2F

3F

FLOOR PLAN KEYNOTES

PATCH AND REPAIR AFFECTED GYPSUM WALL BOARD SURFACES AND

FINISHES AS REQUIRED FOR AN UNDETECTABLE REPAIR.

PROVIDE BLACK-OUT FILM ON COVERED PORTION OF WINDOW AND INSTALL

FRICTION FIT RIGID INSULATION IN EXISTING WINDOW FRAME.

NEW STAINLESS STEEL KNEE OPERATED SCRUB SINK WITH EYEWASH.

REFER TO PLUMBING DRAWINGS.

RED-LINE OF DEMARCATION; 2" WIDE, INTEGRAL, WELDED WITH ADJACENT

SEAMLESS VINYL FLOOR FINISH.

EXTEND METAL STUD FRAMING, BATT INSULATION, AND GYPSUM WALL

BOARD ABOVE CEILING TO DECK, PER DETAIL A3-D.1/A501

4F

5F

FIXTURE LEGEND

CEILING PLAN LEGEND & SHEET NOTES

2' x 2' LED LIGHT FIXTURE;

SEE ELECTRICAL

EXIT SIGN;

SEE ELECTRICAL

2' x 4' FAN FILTER UNIT, SEE MECHANICAL

CEILING TYPES LEGEND

ACT1

(ALL CEILING 8'-0" A.F.F. UNLESS NOTED OTHERWISE)

AREA NOT IN CONTRACT

(NIC) U.N.O.

NOTE: SEE GENERAL NOTES ON SHEET G004

2' x 2' SUSPENDED SCRUBABBLE ACOUSTICAL CEILING TILE

SYSTEM W/ GASKETED GRID - PROVIDE CONTINUOS CLEAR

SEALANT BETWEEN PERIMETER OF TILES & GRID.

2' x 2' EMERGENCY

LED LIGHT FIXTURE;

SEE ELECTRICAL

SCALE: = 1'-0"

A

B

C

D

54321

0 4 84

1/4"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

/1

/2

:4 :3

A

M A u to d e s k D o c s /2

H a lif a x P o rt

O ra n g e P h a rm a c y R e n o v a ti o n

/H a lif a x P o rt

O ra n g e

P h a rm a c y

R e n o v a ti o n n d

F lo o r_

A R

.r v t

CONSTRUCTION DOCUMENTS

MV

MW

1041 DUNLAWTON AVE,

PORT ORANGE, FL 32127

2ND FLOOR PHARMACY

RENOVATION

20070225000

06/23/2025

RS&H

A102

ENLARGED 2ND

FLOOR DEMOLITION

PLAN, FLOOR PLAN,

REFLECTED CEILING

PLAN AND NOTES

© 2025 RS&H, INC

Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

407-893-5800 Fax 407-264-6624

301 E. Pine Street, Suite 350 Orlando, Florida 32801 www.rsandh.com

FL Cert. Nos. AAC001886 * IB26000956 *

5620 * LCC000210 * GB238

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

D3

ENLARGED 2ND FLOOR PLAN

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

D5

ENLARGED 2ND REFLECTED CEILING PLAN

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

D1

ENLARGED 2ND FLOOR DEMOLITION PLAN

KEY PLAN:

A

EQUIPMENT SCHEDULE

Type Mark Description Vendor Model Comments

Furnished by / Installed by

E-1 REFRIGERATOR OFCI

E-2 LAMINAR FLOW HOOD OFCI

3'

CL

SCRUB SINK W/

EYEWASH. REFER

TO PLUMBING

INTEGRAL BASE

AS SCHEDULED

BOBRICK MIRROR:

MODEL 781

TEMPERED GLASS

24" x 60" . PROVIDE

BLOCKING BEHIND

WALL

MS

STAINLESS STEEL IN-WALL LOW

WALL RETURN GRILLE BEYOND.

SEE MECH. DRAWINGS

9"

LWR

MOTION

SENSORM1

E-1 E-2

3'

MOTION

SENSOR

CL

INTEGRAL BASE

AS SCHEDULED

MS

LWR

MS

SCRUB SINK W/EYEWASH.

REFER TO PLUMBING

9"

STAINLESS STEEL IN-WALL

LOW WALL RETURN GRILLE.

SEE MECH. DRAWINGS

INTEGRAL BASE

AS SCHEDULED

LWR

3'

MOTION

SENSOR

CL

MS

2'

SCRUB SINK W/EYEWASH.

REFER TO PLUMBING

LWR

INTEGRAL BASE

AS SCHEDULED

LWR

9" 9"

STAINLESS STEEL IN-WALL

LOW WALL RETURN GRILLE.

SEE MECH. DRAWINGS

PT1SD1

STAINLESS STEEL IN-WALL

LOW WALL RETURN GRILLE.

SEE MECH. DRAWINGS

LWR

E-2

INTEGRAL BASE

AS SCHEDULED

INTEGRAL BASE

AS SCHEDULED

MS

INTERIOR ELEVATION NOTES

1. FOR EQUIPMENT INFORMATION, REFER TO EQUIPMENT SCHEDULE ON

SHEET A102.

2. LOW WALL RETURNS ARE DEPICTED ON THE ELEVATIONS AS "LWR".

REFER TO MECHANICAL DRAWINGS.

3. WALL MOUNTED ACCESSORIES ARE "OFCI" OWNER PROVIDED

CONTRACTOR INSTALLED. LOCATIONS TO BE COORDINATED WITH THE

OWNER DURING CONSTRUCTION.

4. REFER TO SHEET I101 FOR INFORMATION ON FINISHES AND DETAILS.

A

B

C

D

54321

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

/1

/2

:5 :5

P

M A u to d e s k D o c s /2

H a lif a x P o rt

O ra n g e P h a rm a c y R e n o v a ti o n

/H a lif a x P o rt

O ra n g e

P h a rm a c y

R e n o v a ti o n n d

F lo o r_

A R

.r v t

CONSTRUCTION DOCUMENTS

MV

MW

1041 DUNLAWTON AVE,

PORT ORANGE, FL 32127

2ND FLOOR PHARMACY

RENOVATION

20070225000

06/23/2025

RS&H

A401

INTERIOR

ELEVATIONS AND

DETAILS

© 2025 RS&H, INC

Copyright © 2025. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved.

407-893-5800 Fax 407-264-6624

301 E. Pine Street, Suite 350 Orlando, Florida 32801 www.rsandh.com

FL Cert. Nos. AAC001886 * IB26000956 *

5620 * LCC000210 * GB238

SCALE: 3/8" = 1'-0"

D1

ANTE ROOM ELEVATION

SCALE: 3/8" = 1'-0"

D2

CLEAN ROOM / ANTE ROOM ELEVATION

SCALE: 3/8" = 1'-0"

D3

ANTE ROOM ELEVATION

SCALE: 3/8" = 1'-0"

D4

CLEAN ROOM / ANTE ROOM ELEVATION

SCALE: 3/8" = 1'-0"

C2

CLEAN ROOM ELEVATION

SCALE: 3/8" = 1'-0"

C1

CLEAN ROOM ELEVATION

CONT. HEADER TRACK

CEILING AS SCHEDULED

ACOUSTICAL SEALANT AND

BACKER ROD BOTH SIDES

UNDERSIDE OF DECK / STRUCTURE

ONE LAYER GYP. WALL BD. EACH

SIDE ON METAL STUDS

HOLD GYP. WALL BOARD 1/2" AFF, TYPICAL;

BASE AS SCHEDULED

SOUND BATT INSULATION

CONTINUOUS ACOUSTICAL

SEALANT BOTH SIDES OF WALL

BOTTOM TRACK

METAL DECK

PROVIDE FIRE RATED STOP INFILL AT VOIDS

PATCH AND REPAIR FIRE PROOFING AT

DECK AS REQUIRED

PARTITION TYPE AS SCHEDULED

METAL DECK

PARTITION TYPE AS SCHEDULED

PROVIDE FIRE RATED STOP INFILL AT VOIDS

PATCH AND REPAIR FIRE PROOFING AT

DECK AS REQUIRED

METAL DECK

CONTINUOUS SEALANT AND JOINT FILLER

PATCH AND REPAIR FIRE PROOFING AT

DECK AS REQUIRED

PARTITION TYPE AS SCHEDULED

STEEL ANCHORS EACH SIDE OF WALL - REFER

TO STRUCTURE

HEAD DETAIL @ STUD WALL AND MTL DECK

HEAD DETAIL @ STUD WALL AND MTL DECK

HEAD DETAIL @ CMU WALL AND MTL DECK

EXTERIOR WALL,

FOUNDATION OR RATED

PARTITION

NON-RATED PARTITION OR

PARTITION OF LESS RATING

RATED PARTITION

NON-RATED PARTITION OR

PARTITION OF LESS RATING

RATED PARTITION

NON-RATED PARTITION OR

PARTITION OF LESS RATING

RATED PARTITION

NON-RATED PARTITION OR

PARTITION OF LESS RATING

RATED PARTITION

PARTITION TAG

GENERAL PARTITION TYPES NOTES

NOTE: PARTITION TAGS ARE READ LEFT TO RIGHT.

1. THE FIRST SECTION IN THE TAG INDICATES THE WALL TYPE BASED ON THE PRIMARY MATERIAL

OR USE OF THE PARTITION AS REFERENCED IN THE WALL TYPE SCHEDULE'S FIRST TWO

COLUMNS.

2. THE SECOND SECTION IN THE TAG INDICATES THE HEAD CONDITION OF THE WALL:

A = 6" ABOVE CEILING, B = 6" BELOW STRUCTURE, C = TO CEILING, D = TO DECK/STRUCTURE, P = PARTIAL HEIGHT WALL

3. THE LAST SECTION IN THE TAG INDICATES WHETHER THE WALL ASSEMBLY IS FIRE RATED (IF

APPLICABLE) AND IF SO, TO WHAT NUMERICAL HOUR RATING.

B3-A

WALL TYPE

(MATERIAL/USE)

GENERAL NOTES

1. SEE PLANS FOR ALL LOCATIONS OF PARTITION TYPES.

2. PROVIDE WATER-RESISTANT CORE GYPSUM WALL BOARD AT TILED OR WET LOCATIONS,

INCLUDING, BUT NOT LIMITED TO: RESTROOMS, LOCKER ROOMS, SHOWER AREAS, JANITOR

CLOSETS, KITCHEN AREAS.

3. SEE STRUCTURAL DRAWINGS FOR MASONRY WALL SIZE AND CONSTRUCTION.

4. COLUMNS SHOWN W/ ENCLOSURES AS PER DETAILS ON ARCHITECTURAL DRAWINGS. WHERE

COLUMNS INTERSECT PARTITIONS, PROVIDE RATED OR SOUND ATTENUATED PARTITION ACROSS

COLUMN ENCLOSURE, TO MAINTAIN ASSEMBLY RATING.

5. REFER TO SPECIFICATIONS FOR ADDITIONAL WALL BOARD PRODUCT DATA, THICKNESS, AND

ADDITIONAL PERFORMANCE REQUIREMENTS.

6. REFER TO SPECIFICATIONS FOR METAL STUD SPACING AND PERFORMANCE REQUIREMENTS FOR

METAL STUD GAUGES.

7. GYPSUM WALLBOARD ON PARTITIONS REQUIRING A RATING OF ONE-HOUR OR MORE MUST MEET

CONDITIONS STIPULATED BY UL DESIGN NUMBER, WHETHER OR NOT WALL TREATMENT IS

SCHEDULED.

8. FRICTION FIT SOUND ATTENUATION INSULATION SNUG IN PLACE BETWEEN FRAMING USED IN

PARTITIONS.

9. SCHEDULE CONSTRUCTION OF WALLS ACCORDING TO PRIORITY.

• TWO HOUR FIRE & SMOKE WALL PRIORITY 1 (HIGHEST)

• TWO HOUR FIRE WALL PRIORITY 2

• ONE HOUR FIRE & SMOKE WALL PRIORITY 3

• ONE HOUR FIRE WALL PRIORITY 4

• NON-RATED WALL PRIORITY 5 (LOWEST)

HEAD CONDITION

STANDARD PARTITION TAG

RS3-1

WALL TYPE

(MATERIAL/USE)

NUMERICAL HOUR

RATING

RATED PARTITION TAG

UNDERSIDE OF DECK / STRUCTURE

EXISTING PARTITION TO REMAIN.

USE SMOKE RATED SEALANT IN ALL

THROUGH WALL PENETRATIONS

CEILING AS SCHEDULED

HOLD GYP. WALL BOARD 1/2" AFF,

TYPICAL; BASE AS SCHEDULED

CONTINUOUS SMOKE SEALANT

BOTH SIDES OF WALL

CONT. HEADER TRACK

CONTINUOUS SMOKE SEALANT AND

BACKER ROD BOTH SIDES

ONE LAYER GYP. WALL BD.

EACH SIDE ON METAL STUDS

BOTTOM TRACK

METAL FRAMING TO

STRUCTURE ABOVE

3-5/8" MTL HEADER, TYP.

ACOUSTIC CEILING

TILE AS SCHEDULED

5/8" GYPSUM WALL BOARD -

FINISH AS SCHEDULED

CORNER REINFORCING, TYP. AT

ALL OUTSIDE CORNERS (TYP.)

SEE: RCP FOR

ELEV.

ACOUSTIC CEILING TILE

AS SCHEDULED

CONT. HEADER TRACK

ACOUSTICAL SEALANT AND

BACKER ROD BOTH SIDES

UNDERSIDE OF DECK / STRUCTURE

CEILING AS SCHEDULED

BRACE AS REQUIRED TO MEET LATERAL

LOAD REQUIREMENTS PER SPECIFICATIONS

UNDERSIDE OF DECK / STRUCTURE

HOLD GYP. WALL BOARD 1/2" AFF, TYPICAL;

BASE AS SCHEDULED

BOTTOM TRACK

CONT. HEADER TRACK

6"

ONE LAYER GYP. WALL BD. ON

2 1/2" FURRING CHANNEL

SOUND BATT INSULATION

CEILING AS SCHEDULED

BRACE AS REQUIRED TO MEET LATERAL

LOAD REQUIREMENTS PER SPECIFICATIONS

UNDERSIDE OF DECK / STRUCTURE

EXISTING WALL TO REMAIN

HOLD GYP. WALL BOARD 1/2" AFF, TYPICAL;

BASE AS SCHEDULED

BOTTOM TRACK

CONT. HEADER TRACK

6"

ONE LAYER GYP. WALL BD. ON

2 1/2" FURRING CHANNEL

SOUND BATT INSULATION

CLOSE CEILING SPACE W/ FIRE

POLYTHENE MEMBRANE

COMPLIANT W/ NFPA 701 TEST

METHOD 2. INSTALLED PER

MFR'S INSTRUCTIONS FOR NFPA

701 COMPLIANCE. EXTEND

MEMBRANE PAST ACOUSTICAL

CEILING AND SEAL ALL

PENETRATIONS

SEAL AROUND ALL PIPE &

DUCT PENETRATIONS.

SECURE ALL TAPE W/ RAM-

TACK IN THE PARTITION &

POLY BARRIER W/ DUCT TAPE

PROVIDE FIRE-RESISTIVE SELF-

CLOSING DOOR IN FIRE RESISTIVE

AND SMOKE GASKETED FRAME BY

ICRA MFR, COMPLIANT WITH NFPA

241, 4.13.4 & NFPA 701. INSTALL

STICKY MATS AT BOTH SIDES OF

DOOR ASSEMBLY EXISTING FLOOR

NON-COMBUSTIBLE, SMOKE

RESISTIVE PRE-FABRICATED

TEMPORARY PARTITION

COMPLIANT WITH NFPA 241;

4.13.4 & NFPA 701

PLASTER TAPE ALL JOINTS,

HIGH TACK SPRAY OR EQUAL

RENOVATED SIDE OCCUPIED SIDE

TEMPORARY (ICRA) PARTITION

NOTE: 'EDGEGUARD' OR EQUAL FIRE RESISTANT PRE-FAB WALL SYSTEM IS ACCEPTABLE

FINISHED CEILING

AS SCHEDULED

PARTITION TYPE

AS SCHEDULED

PROVIDE BLACK-OUT FILM ON

WINDOW AND INSTALL 1" THICK

FRICTION FIT RIGID INSULATION

IN EXISTING WINDOW FRAME

EXISTING EXTERIOR WALL

TO REMAIN

INTERIOREXTERIOR

FINISH FLOOR AS

SCHEDULED

BASE AS SCHEDULED

EXISTING GWB TO REMAIN

8' -0

A

F F

SOUND BATT INSULATION

CONT. HEADER TRACK

4" 6"

1. ALL STUD GAUGES AND LIMITING HEIGHTS IN GYPSUM WALL BOARD REFERENCE SPECIFICATIONS.

2. ALL PARTITIONS CONTAINING PLUMBING OR HAVING AN EXTERIOR FACE TO BE INSULATED.

3. THE FOLLOWING LIST OF ROOMS (IF USED) SHALL HAVE THEIR PERIMETER PARTITIONS INSULATED

USING MINERAL WOOL:

A. ALL ROOMS ENCLOSED WITH RATED PARTITIONS

4. THE FOLLOWING LIST OF ROOMS (IF USED) SHALL HAVE THEIR PERIMETER PARTITIONS INSULATED WITH

SOUND ATTENUATION BATTS AS SPECIFIED:

A. TOILET ROOMS

B. OFFICES

C. EXAM ROOMS

5. ALL RATED PARTITIONS TO EXTEND FROM TOP OF SLAB TO UNDERSIDE OF STRUCTURE. SEAL TOP

AND BOTTOM TYPICAL.

6. ALL INTERIOR ROOF DRAINS AND OVERFLOW DRAINS TO BE WRAPPED CONTINUOUSLY WITH SOUND

ATTENUATION INSULATION.

7. REFER TO PLANS FOR LOCATION OF PARTITION TYPES. "A" IS THE TYPICAL PARTITION TYPE UNLESS

NOTED OTHERWISE.

8. UNDERSIDE OF STRUCTURE INDICATED AT HEAD CONDITION FOR EACH PARTITION TYPE IS

DIAGRAMMATIC ONLY, AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS.

9. INSTALL FRAMING AND GYPSUM WALL BOARD TO OFFSET AROUND STRUCTURAL MEMBERS OR OTHER

OBSTRUCTIONS TO MAINTAIN FIRE RESISTIVE RATINGS.

10. WHERE GYPSUM WALL BOARD EXTENDS TO THE UNDERSIDE OF STRUCTURE, STOP GYPSUM WALL

BOARD ½ BELOW LINE OF STRUCTURE AND SEAL AS REQUIRED.

11. FIRE RESISTANT, RATED PARTITIONS TO BE INSTALLED WITH FIRESTOP SEALANT, UNLESS NOTED

OTHERWISE.

12. NON-RATED PARTITIONS TO BE INSTALLED WITH ACOUSTICAL SEALANT, UNLESS NOTED…