11-EXHIBIT 2 - 250806 COMBINED CDs Halifax Daytona - Pharmacy Renovation.pdf

AEC PROJECT NUMBER

ISSUED FOR

CONSTRUCTION

REVISIONS

/6

/2

:2

:1

P M

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

H a lif a x D a y to n a

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

/2

H a lif a x D a y to n a

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

A

R

.r v t

20070224000

HALIFAX HEALTH MEDICAL CENTER

1ST FLOOR PHARMACY RENOVATION

303 N CLYDE MORRIS BLVD

DAYTONA BEACH, FL 32114

CONSTRUCTION DOCUMENTS

08/06/2025

RS&H, INC.

301 E PINE STREET, SUITE 350

ORLANDO, FL. 32801

PHONE: (407) 893-5800

ARCHITECT / INTERIOR DESIGNER: M/E/P/FP/S ENGINEER:

RS&H, INC.

301 E PINE STREET, SUITE 350

ORLANDO, FL. 32801

PHONE: (407) 893-5800

BUILDING ID: BLDG. ID

Copyright © 2024. 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.

© 2024 RS&H, INC

SHEET INDEX

SHEET NUMBER SHEET NAME REVISION DATE

00 GENERAL

G001 COVER SHEET

G002 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

G003 ADA COMPLIANCE AND ACCESSIBILITY

G101 OVERALL FIRST FLOOR LIFE SAFETY PLAN

G102 SMOKE COMPARTMENT LIFE SAFETY PLAN

G501 PARTITION TYPES

06. STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

07 ARCHITECTURAL

AD101 DEMOLITION PLAN AND RCP

A101 NEW CONSTRUCTION PLAN AND RCP

A401 INTERIOR ELEVATIONS

A601 DOOR SCHEDULE AND DETAILS

08 INTERIORS

I101 OVERALL FIRST FLOOR INTERIOR FINISH PLAN

10 FIRE PROTECTION

FP101 FIRST FLOOR FIRE PROTECTION PLAN

11 PLUMBING

P001 PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

PD101 FIRST FLOOR PLUMBING DEMOLITION PLANS

P101 FIRST FLOOR PLUMBING PLANS

P701 PLUMBING RISER DIAGRAMS

13 MECHANICAL

M001 MECHANICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

MD101 FIRST FLOOR MECHANICAL DEMOLITION PLANS

M101 MECHANICAL PLANS

M401 HVAC CONTROLS

M501 HVAC DETAILS

M502 HVAC DETAILS

M601 MECHANICAL SCHEDULES

14. ELECTRICAL

E001 ELECTRICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

ED111 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

E100 OVERALL ELECTRICAL PLANS

E111 FIRST FLOOR ELECTRICAL PLANS

E112 FIRST FLOOR MECHANICAL EQUIPMENT CONNECTION PLAN

E501 ELECTRICAL DETAILS

E502 ELECTRICAL DETAILS

E601 PANEL 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

ARCHITECTURAL ABBREVIATIONS PLAN SYMBOLS

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

GENERAL NOTES

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. IF DIMENSIONS ARE IN QUESTION, OBTAIN CLARIFICATION FROM THE ARCHITECT IN

WRITING PRIOR TO EXECUTION.

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

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, BE TIGHT AND 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. ADVISE THE ARCHITECT, IN WRITING, OF ANY SITUATION THAT WOULD NOT ALLOW THE WORK 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.

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 A1/A101

SEE A1/A101

VICINITY MAP LOCATION MAP

N

PN

22. 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.

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

CONSTRUCTED TO BE PLUMB, UNLESS NOTED OTHERWISE.

24. 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.

25. 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.

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

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

AUTHORIZED BY THE ARCHITECT.

28. 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.

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

WITHOUT ANY DEFECTS

30. 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.

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

ACROSS ALL DRAWINGS.

X#-X

N

PN

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:

/6

/2

:2

:1

P M

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

H a lif a x D a y to n a

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

/2

H a lif a x D a y to n a

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

A

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CONSTRUCTION DOCUMENTS

AC

MW / JS

303 N CLYDE MORRIS BLVD

DAYTONA BEACH, FL 32114

1ST FLOOR PHARMACY

RENOVATION

20070224000

08/06/2025

RS&H

G002

GENERAL NOTES,

ABBREVIATIONS AND

SYMBOLS

© 2024 RS&H, INC

Copyright © 2024. 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 *

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.

ACCESSIBILITY DETAILS

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

THERMOSTAT

- 1 9"

MAX.

12" 42" MIN.

54" MIN.

- 3 6"

36" MIN.

12" MIN.

M A

X

M

A X

M

IN

M A

X

9" M

IN

M A

X

RESTROOM MOUNTING HEIGHTS TOILET ACCESSORIESLAVATORY MOUNTING HEIGHTS

AND CLEARANCES

TOILET PAPER LOCATION

BOTTOM OF SKIRT,

IF APPLICABLE

RIM EXTENDS

13 1/2" FROM

WALL MIN.

HAND DRYER

INSULATE EXPOSED

PIPES

SANITARY NAPKIN DISPENSER

16" - 18"

M A

X

DRINKING FOUNTAIN /

ELECTRIC WATER COOLER

* TOP OF GRAB BARS GRIPPING

SURFACE MUST NOT EXCEED 36"

7" - 9"

M

IN

250 FT./LB. MIN.

FORCE IN ANY

DIRECTION

PROVIDE 2x WOOD BLOCKING

AS REQUIRED AT GRAB BARS

TO WITHSTAND A DOWNWARD

LOAD OF AT LEAST 250 LBF,

WHEN TESTED ACCORDING TO

METHOD IN ASTM F 446.

3'

4" M

A X

2'

M A

X

2'

3" M

IN

9" M

IN

CLEARANCE

6" MIN. TOE

17" MIN. DEPTH

CLEARANCE

8" MIN. KNEE

GARMENT

HOOK

12" MIN.

STAIR

250 FT./LB MIN.

FORCE IN ANY

DIRECTION

BRACKET AND END

CONDITION, RE:

STAIR PLANS

12" MIN.

- 3

8"

T O

P O

F F

.E

T O

P O

F F

.E

FIRE EXTINGUISHERS AND CABINETS

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

1:12 MAX

RAMP

1' - 0"

- 3 8"

1' - 0"

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

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

CL

CL

SOAP DISPENSER

PAPER TOWEL

DISPENSER

COMBO TOWEL/

WASTE UNIT

17" - 25"

M

IN

M

A X

BABY CHANGING

STATION

M A

X

6"4"

TYPICAL PHONE / THERMOSTAT / SWITCH /

OUTLET / VISUAL ALARM GROUPINGS AT

DOORS AND OPENINGS

VISUAL ALARM/ STROBE

LIGHT SWITCH

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.

NOTE: COORDINATE MOUNTING LOCATION WITH

SWITCHES, OUTLETS, SIGNAGE, THERMOSTATS ETC.

2"

4"

- 1 9"

SHOWER/ CHANGING

ROOM SEAT

MAX.

2 1/2" 20" - 24"

17" - 19"

8" MIN.36

M A

X

6" MIN.

M

IN

9" M

IN

15"

- 4 3"

T O

S P

O U

T

M

IN

M A

X . T

O S

P O

U T

CL

ADA MOUNTING HEIGHTS

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:

/6

/2

:2

:1

P M

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

H a lif a x D a y to n a

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

/2

H a lif a x D a y to n a

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

A

R

.r v t

CONSTRUCTION DOCUMENTS

AC

MW / JS

303 N CLYDE MORRIS BLVD

DAYTONA BEACH, FL 32114

1ST FLOOR PHARMACY

RENOVATION

20070224000

08/06/2025

RS&H

G003

ADA COMPLIANCE

AND ACCESSIBILITY

© 2024 RS&H, INC

Copyright © 2024. 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 *

FC

FHC

FC

FDSC

FCFC

FC

FC

FHC

FDSC

FHC

FC

FC

FC

FHC

FEC

FHC

FHC

FHC

FHC FHCFHC

FHCFHC

FHC

FC

FC

FC

FC

FC

FC

FC

FC

FC

FC

FC

FC

FC

FC

FE

FE

FE

FE

FE

FE

FE

FHC

FHC

FHC

FHC

F H C

FHC

FHC

SMOKE BARRIER

W/ 2 HOUR RATING

SMOKE BARRIER

W/ 2 HOUR RATING

01EB-01-001

01EB-01-003

01EB-01-002

01EB-01-004

01EB-01-005

01EB-01-006

01EB-01-007

01EB-01-008

01EB-01-009

01EB-01-010

01EB-01-011

01EB-01-012

01EB-01-013

01EB-01-014

01EB-01-015

01EB-01-016

01EB-01-017

01EB-01-018

01EB-01-01901EB-01-020

01EB-01-021

01EB-01-02201EB-01-023

01EB-01-024

01EB-01-025

01EB-01-026

01EB-01-027

6A

ZONE 292/69

ZONE 75

ZONE 75

ZONE 75

ZONE 75

ZONE 75

ZONE 75

ZONE 75

ZONE 75

ZONE 75

ZONE 75

ZONE 75

ZONE 75

ZONE 75

ZONE 75

ZONE 21 ADD/61

ZONE 21 ADD/5E

N22L1D73N22L1D72

ZONE 21 ADD/5F

ZONE 21 ADD/60

ZONE 37/59ZONE 37/5AZONE 37/5D

ZONE 37/ADD 49

ZONE 44/C8

N22L1D10

ZONE 1/B1

ZONE 41/AC

ZONE 2/C2

ZONE 2/C5

ZONE 2/C1

ZONE 2/C4

ZONE 2/C3

ZONE 2/BF

ZONE 2/BE ZONE 2/BD ZONE 2/BC

ZONE 1/B2

ZONE 1/B3

ZONE 1/BA ZONE 1/B9

ZONE 1/BB

ZONE 1/B8

ZONE 1/B7

ZONE 1/B6

ZONE 1/B5ZONE 1/B4

141'-9" E.T.D116'-4" E.T.D

149'-3" E.T.D

110'-10" E.T.D

179'-4" E.T.D

127'-4" E.T.D

119'-9" E.T.D

105'-2" E.T.D

124'-5" E.T.D

141'-0" E.T.D

119'-0" E.T.D

187'-5" E.T.D

166'-9" E.T.D

180'-4" E.T.D

182'-10" E.T.D

200'-0" E.T.D

200'-0" E.T.D

200'-0" E.T.D

200'-0" E.T.D

EXIT DISCHARGE

EXIT DISCHARGE

EXIT DISCHARGE

EXIT DISCHARGE

EXIT DISCHARGE

EXIT DISCHARGEE

X

IT

D

IS

C

H A

R G

E

EXIT DISCHARGE

EXIT DISCHARGE

EXIT DISCHARGE

S

S

S

S

S

S

S

S

S

S S

S

S

S

S

S

S S

S S

SC-1E

SC-1D

SC-1G

SC-1B

SC-1F

SC-1C

SC-1H

SC-1A

1928 SC-1B

1928 SC-1A

SC-1A-N TOWER

SC-1B-N TOWER

SC-1D-N TOWER

SC-0E-N TOWER

SC-1C-N TOWER

105 104 103 102 101 100 128 127 126 125 124

121108 115109 110 111 112 113 114 116 117 118 119 120

TRASH

TOILET

R/T STORAGE

STAFF

STORAGE

FAMILY WAITING

C H

A N

G

IN

G

C H

A N

G

IN

G

READING

READING

PROCEDURE OFFICE

STORAGE

C-ARM

PROCEDURE

ROOM

NURSE STATION

STAFF BREAK

RECEPT.

MECHANICAL

MECHANICAL

WEST CORRIDOR

N O

R T

H C

O R

R

ID

O R

JANITOR

ROOM

EQUIP.

STAFF

TOILET

OFFICE

OFFICE

MRI/CT IMAGE

TEST

OFFICE

WORK ROOM

HALLWAY

PROCEDURE ROOM

WORK ROOM

WORK

OFFICE

BREAK

PRIVATE/OFFICE

NOURISHMENT/MEDS

NURSE STATION

OFFICE

STORAGE

SOILED

OBSERVATION UNIT

TANK RM

EAST CORRIDOR

S O

U T

H C

O R

R

ID

O R

ULTRASOUND

OFFICE

TOILET

DOCTOR

LOUNGE

TECH.

STAFF LOUNGE

VACANT

RADIOLOGY

PROCESSING

TECH

EQUIP. REPAIR

STORAGE

P H

Y S

IC

IA

N O

F F

IC

E

STOR.

IT CLOSET

SPECIAL

PROCEDURE

SPECIAL

PROCEDURE

CONTROL

STORAGE

CONFERENCE

MICROBIOLOGY

HISTOLOGY

VIROLOGY

STORAGE

MICRO

SUPPORT

BLOOD

CULTURES

B

IO

H A

Z A

R D

R E

F R

IG

OUTREACH

COORD.

ANATOMICAL

PREP

GROSSING

AREA

LAB

PHYSICIAN

OFFICE

OFFICE

OFFICE

PHLEBOTOMY

SUPERVISOR

CHEMISTRY

SUPERVISOR

OFFICE

LOCKERS

BREAK

ROOM

PROCESSING DEPT.

DATA

COORD.

MANAGER

OFFICE

LAB

PHYSICIAN PATHOLOGY

SECRETARIES

PATIENT

RECEIVING

BLOOD

BANK

MECHANICAL ROOM

ELECTRICAL ROOM

JANITOR

STORAGE

BONE MARROW

PROCESSING

BONE MARROW

PROCESSING

COMM.

COMM.

ROOM

PBX

MECH.

ROOM

OFFICE

OFFICE

GIFT SHOP

VENDING

ROOM

CHAPEL CHAPLAIN CHAPLAIN

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

FILES

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

SECURITY/

MONITOR.

FILES

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

RECORDS

OFFICE

OFFICE

OFFICE

OFFICE

MAIN LOBBY

WAITING/

ANTIQUE DISPLAY

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

MECH.

OFFICE

CONFERENCE

OFFICE

STORAGE

FHC

RECEPTION/

MED. RECORDS

MECHANICAL

OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

COPY

OFFICE

STORAGE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

STOR.

STAFF

BREAK ROOM

HEALTH INFO

SERVICES

MEDICAL

RECORDS

DOCTORS

LOUNGE

HEALTH INFO

SERVICES

MEDICAL

RECORDS

OFFICE

OFFICE

OFFICE

MECHANICAL

OFFICE

H.I.S.

COMMUN.

MED. STAFF

COORD.

TOILET

RESOURCES

CONFERENCE

CONTINUING

MEDICAL

EDUCATION/

ULTRASOUND

CONNECTOR

CLERICAL

PICKING

ORDER ENTRY

OFFICE

LOCKERS

STOR

PRE-

PACK

BULK

C.E.O. OFFICE

CFO OFFICE

ASST. OFFICE

E.O. OFFICECOPY

BREAK ROOM

PUBLIC SPACE

STORAGE

CONFERENCE

ASST. OFFICE

TOILET

HALL

OFFICE

OFFICE

OFFICE OFFICE

ROOM

ROOM

ROOM

WORK

WORK ROOM

TOILET

TOILET

HC

TOILET

SOILED

CLEAN

STORAGE

COUNSEL.

CONFERENCE

CLEAN

NOURISH.

SECRETARY/

RECEPTION

NURSE

STATION

STORAGE

LACTATION

ROOM

CHARGE

NURSE

STAIR

HC

TOILET

HC

TOILET

PATIENTTRIAGETRIAGETRIAGETRIAGETRIAGE

TRIAGE

NST/

TRIAGE

NST/

SONO SONO SONO ANTEPARTUM ANTEPARTUM ANTEPARTUM ANTEPARTUM ANTEPARTUM ANTEPARTUM ANTEPARTUM ANTEPARTUM POSTPARTUM POSTPARTUM POSTPARTUM

MASSAGE

POSTPARTUM

STORAGE

CIRC./TREAT.

POSTPARTUMPOSTPARTUMPOSTPARTUMPOSTPARTUM

HOLDING

BABY

JANITORS

ROOM

COMM.

SPD

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

MARKETING/

UNIFORM/

GIFT SHOP

EMPLOYEE HEALTH

OFFICE

VACANT

UNUSABLE

EMPTY

OFFICE

AUXILIARY SUPPLYPHARMACY

STORAGE

PHARMACY

TRASH RM

OFFICE HOSPICE

STORAGE

RE-NEW YOU

OFFICE

PHARMACY IT

EQUIPMENT

STORAGE/

OFFICE

STORAGEOFFICE

OFFICE

OFFICE OFFICE OFFICE

OFFICE OFFICE OFFICE

ELEC. ROOM

CHAPEL

HUB

ATM

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

FRANCE TOWER CAFE

KITCHEN

FRANCE TOWER UNIFORM

MEETING RM A

MEETING RM B

STORAGE ROOM

STORAGE ROOM

WOMEN TOILET MEN TOILET

STORAGE

ROOM

MECHANICAL

MEETING RM C

COMM.

ROOM

COMM.

ROOM S

T O

R A

G E

R O

O M

MEETING RM D

H

IG

H C

H A

IN

L

IN

K

F E

N C

E

STORAGE ROOM

STORAGE ROOM

STORAGE ROOM

DOCTORS LOUNGE

OPEN AREA BETWEEN BUILDINGS

O P

E N

A R

E A

B E

T W

E E

N B

U

IL

D

IN

G S

OPEN AREA BETWEEN BUILDINGS

TRASH CHUTE

LAUNDRY CHUTE

MEETING RM E

MEETING RM F MEETING RM G

PHYSICIANS

OFFICE

OFFICE

CHIEF

TOILET

WOMANS

TOILET

MENS

OFFICE

OFFICE OFFICE

TRASH

COMM.

STORAGE

LABS

OPEN OUTSIDE AREA

MECH ROOM

ALCOVE

OFFICE

OFFICE

OFFICE

TRAUMA

SERVICES

OFFICE

STORAGE

TRASH

ROOM

MEN TOILET

WOMEN TOILET

LABS

LABS LABS

STORAGE

MEN TOILET

WOMEN

TOILET

STORAGE

ELECT. RM

OFFICE

MECH. RM

ELEV LOBBY

COMM. RM COMM. RM STORAGE

STORAGE

ELECT.

ROOM

COMMUNICATIONS

VACANT

LAB 1&2

H O

L D

IN

G

A R

E A

H O

L D

IN

G

A R

E A

H O

L D

IN

G

A R

E A

H O

L D

IN

G

A R

E A

ROOM

WORK

COPY RM

TRASH RM

COMM.

COMM.

EQUIPMENT ROOM

STORAGE ROOM STORAGE ROOM STORAGE ROOM

STORAGE ROOM

MECHANICAL ROOM

VACANT

72" HIGH CHAIN LINK FENCE

72" HIGH CHAIN LINK FENCE

J A

N

IT

O R

S R

O O

M

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICEOFFICE

STORAGE STORAGE

MENS

TOILET

WOMENS

TOILET

OFFICE

OFFICE

BREAK

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICEOFFICE

OFFICE OFFICE

STORAGE

OFFICE

OFFICE

OFFICE

stor.

WORK

AREA

OFFICE

OFFICE

OFFICE

OFFICECONFERENCE

OFFICE

OFFICE

OFFICE/

RECEPTION

CONFERENCE

JANITOR

MEN

WOMEN

FILE STORAGE

CONFERENCE

R E

G

IS

T R

A T

IO

N

PICK UP

WORK AREA

CALL

CENTER

OFFICE

PHYSICIANS

LIBRARY

STAFF

MEDICAL

OFFICER

INFO DESK

OFFICE

EMPLOYEE HEALTH

OFFICE

OFFICE

RE-NEW YOU

OFFICE

RE-NEW YOU

OFFICE

18"MIN.

OFFICE

OFFICE

OFFICE

WORK

AREA

COMM.

BREAK

CONTROL ROOM

SCRUB ALCOVE

ANTE-ROOM

CHEMO BUFFER

D N

UP

DN UP

D N

U P

D N

U P

DN

DOWN

U P

U P

ELEV. S-1FUTURE

ELEV.

S-2

ELEV. T-1

(CARD READER)

ELEV. T-2

(CARD READER)

AREA OF

WORK

NEW AIR HANDLING

UNIT. REFER TO

MECHANICAL

A601

C4

CODE ANALYSIS

AREA OF WORK

FIRE PROTECTION

THE BUILDING IS FULLY SPRINKLERED PER NFPA 13. SEE FIRE SPRINKLER NOTES, SHEET A103.

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 100 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 550 SQUARE FEET OF

RENOVATIONS TO AN EXISTING CLEANROOM & ADJACENT ANTE ROOM TO MEET THE REQUIREMENTS OF USP 797/800 IV & CHEMO 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 (EXISTING NO CHANGE)

TOTAL GROSS BUILDING SQUARE FOOTAGE: ~ 186,000 SF

NUMBER OF FLOORS: 11

HEIGHT OF BUILDING: 140'-0" OVERALL

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

SPRINKLERED: YES

PROJECT DESCRIPTION

1ST LEVEL I-2 INSTITUTIONAL OCCUPANT LOAD FACTOR = 100 OCCUPANTS / SF

AREA OF WORK 517 SF

OCCUPANT LOAD FACTOR 100 OCCUPANTS / SF

TOTAL OCCUPANT LOAD 6 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-1A 13,805 240 58 12" 18" 44"

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-1D 19,364 100 194 39" 59" 88"

SC-1B 15,490 240 65 14" 20" 44"

SC-1C 14,145 240 59 12" 18" 88"

SC-1H 12,028 100 120 24" 36" -

SC-1F 10,526 120 88 18" 26" 88"

SC-1G 10,207 100 102 21" 31" 88"

SC-1E 6,450 120 54 12" 18" 44"

SC-1928-1A 11,492 100 115 24" 36" -

SC-1928-1B 10,976 100 110 24" 36" -

SC-1C-N 19,216 240 80 16" 24" 44"

SC-1A-N 17,228 240 72 16" 22" 44"

SC-1B-N 16,154 240 68 14" 21" -

SC-1D-N 14,327 240 60 12" 18" 44"

SC-0E-N 17,913 - - - - -

SYMBOL LEGEND

LIFE SAFETY LEGEND

ESCAPE ROUTE TRAVEL

PATH

PARTITION LEGEND

FIRE EXTINGUISHER

CABINET

EXIT DISCHARGE

EXIT SIGN

NON-RATED PARTITION

1-HOUR FIRE RATED PARTITION

1-HOUR FIRE/SMOKE RATED PARTITION

2-HOUR FIRE RATED PARTITION

2-HOUR FIRE/SMOKE RATED PARTITION

NOTE: ALL CORRIDOR WALLS ARE SMOKE TIGHT

FC

FIRE EXTINGUISHER

FHC FIRE HOSE CABINET

H HEAT DETECTOR

H AUDIBLE SIGNALING UNIT

PS FIRE ALARM PULL STATION

AUDIBLE / VISUAL SIGNALING

UNIT

F

VISUAL SIGNALING UNIT /

STROBE

F

DOOR HOLDER

FIRE DEPT. STANDPIPE

CONNECTION

FDSC

AREA OF WORK

SCALE: = 1'-0"

A

B

C

D

54321

0 32 6432

1/32"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

/6

/2

:2

:1

P M

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

H a lif a x D a y to n a

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

/2

H a lif a x D a y to n a

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

A

R

.r v t

CONSTRUCTION DOCUMENTS

AC

MW / JS

303 N CLYDE MORRIS BLVD

DAYTONA BEACH, FL 32114

1ST FLOOR PHARMACY

RENOVATION

20070224000

08/06/2025

RS&H

G101

OVERALL FIRST

FLOOR LIFE SAFETY

PLAN

© 2024 RS&H, INC

Copyright © 2024. 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.

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

A1

1ST FLOOR LIFE SAFETY PLAN

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

KEY PLAN:

FC

FHC

FDSC

F H C

SMOKE BARRIER

W/ 2 HOUR RATING

01EB-01-026

01EB-01-027

ZONE 44/C8

CONFERENCE

MICROBIOLOGY

HISTOLOGY

VIROLOGY

STORAGE

MICRO

SUPPORT

BLOOD

CULTURES

B

IO

H A

Z A

R D

R E

F R

IG

OUTREACH

COORD.

ANATOMICAL

PREP

GROSSING

AREA

LAB

PHYSICIAN

OFFICE

OFFICE

OFFICE

PHLEBOTOMY

SUPERVISOR

CHEMISTRY

SUPERVISOR

OFFICE

LOCKERS

BREAK

ROOM

PROCESSING DEPT.

DATA

COORD.

MANAGER

OFFICE

LAB

PHYSICIAN PATHOLOGY

SECRETARIES

PATIENT

RECEIVING

BLOOD

BANK

MECHANICAL ROOM

ELECTRICAL ROOM

JANITOR

STORAGE

BONE MARROW

PROCESSING

BONE MARROW

PROCESSING

CLERICAL

PICKING

ORDER ENTRY

OFFICE

LOCKERS

STOR

PRE-

PACK

BULK

COMM.

STORAGE

LABS

OPEN OUTSIDE AREA

MECH ROOM

ALCOVE

OFFICE

STORAGE

TRASH

ROOM

MEN TOILET

WOMEN TOILET

LABS

LABS LABS

STORAGE

MEN TOILET

WOMEN

TOILET

stor.

ANTE-ROOM

CHEMO BUFFER

AREA OF

WORK

SC-1D

ETD : 146' - 7"

C P

T

E T

D

ETD : 108' - 6"

CPT : 36' - 5"

EXIT DISCHARGE

EXIT DISCHARGE

SYMBOL LEGEND

COMMON PATH OF

TRAVEL DISTANCE

PARTITION LEGEND

FIRE EXTINGUISHER

CABINET

EXIT TRAVEL DISTANCE

EXIT SIGN

NON-RATED PARTITION

1-HOUR FIRE RATED PARTITION

1-HOUR FIRE/SMOKE RATED PARTITION

2-HOUR FIRE RATED PARTITION

2-HOUR FIRE/SMOKE RATED PARTITION

NOTE: ALL CORRIDOR WALLS ARE SMOKE TIGHT

FC

FIRE EXTINGUISHER

FHC FIRE HOSE CABINET

H HEAT DETECTOR

H AUDIBLE SIGNALING UNIT

PS FIRE ALARM PULL STATION

AUDIBLE / VISUAL SIGNALING

UNIT

F

VISUAL SIGNALING UNIT /

STROBE

F

DOOR HOLDER

FIRE DEPT. STANDPIPE

CONNECTION

FDSC

AREA OF WORK

SMOKE COMPARTMENT LEGEND

SCALE: = 1'-0"

A

B

C

D

54321

0 8 168

1/8"

REVISIONS

DATE ISSUED:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NUMBER:

PROJECT STATUS:

SHEET ID:

SHEET TITLE:

PROJECT ADDRESS:

PROJECT TITLE:

SEAL:

/6

/2

:2

:2

P M

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

H a lif a x D a y to n a

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

/2

H a lif a x D a y to n a

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

A

R

.r v t

CONSTRUCTION DOCUMENTS

AC

MW / JS

303 N CLYDE MORRIS BLVD

DAYTONA BEACH, FL 32114

1ST FLOOR PHARMACY

RENOVATION

20070224000

08/06/2025

RS&H

G102

SMOKE

COMPARTMENT LIFE

SAFETY PLAN

© 2024 RS&H, INC

Copyright © 2024. 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

KEY PLAN:

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

A1

SMOKE COMPARTMENT LIFE SAFETY PLAN

CONT. HEADER TRACK

CEILING AS SCHEDULED

CONTINUOUS SMOKE 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 SMOKE SEALANT BOTH SIDES OF

WALL

BOTTOM TRACK

USE SMOKE RATED SEALANT IN ALL

THROUGH WALL PENETRATIONS

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. 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.

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

ADDITIONAL PERFORMANCE REQUIREMENTS.

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

METAL STUD GAUGES.

6. 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.

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

PARTITIONS.

8. 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

CEILING AS SCHEDULED

BRACE AS REQUIRED TO MEET LATERAL LOAD

REQUIREMENTS OF CODE

ONE LAYER GYP. WALL BD. ON METAL STUDS

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

AS SCHEDULED

UNDERSIDE OF DECK / STRUCTURE

CONT. HEADER TRACK

BOTTOM TRACK

LOW WALL RETURN. REFER TO MECHANICAL

DRAWINGS (UNLESS NOTED OTHERWISE)

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

BATT INSULATION

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

METAL DUCT

16 GA SHEET METAL ANGLE

AROUND DUCT OVERLAPPING

AT CORNERS. ATTACH TO

METAL STUD FRAMING AND

DUCT WITH SHEET METAL

SCREWS MAX @ 6" OC. (BOTH

SIDES OF WALL)

TO DECK

WALL AS SCHEDULED

PACK ANNULAR SPACE

TIGHT WITH FIRESAFING

F O

R D

U C

T S

IZ

E

S

R E

F E

R T

O M

E C

H

FRAME OPENING IN WALL

WITH METAL STUDS,

PROVIDE ANNULAR SPACE

BETWEEN 1" AND 1 1/2"

M A

X

1/

2"

M A

X

1/

2"

BATT INSULATION

TYP @ PARTITIONS TO DECK

USE SMOKE RATED SEALANT

WHERE CAULKING IS NEEDED

STAGGER VERTICAL

G.W.B. JOINTS

METAL STUD FRAMING @ 16"

O.C. MAX.

REMOVE EXISTING METAL STUD W/

ALL ATTACHED ANCHORS AND

REPLACE W/ NEW METAL STUD

5/8" G.W.B. @ EA. SIDE - SECURE

W/ 1" TYPE 'S' SCREWS. 8" O.C. TO

STUDS ON JOINT & 12" O.C. TO

STUDS & RUNNERS IN FIELD

EXISTING STUD TO REMAIN -

PREPARE TO RECEIVED NEW FINISH

TAPE & REPAIR ALL

JOINTS FLUSH W/

EXIST. ADJACENT

SURFACE

STAGGER VERTICAL

G.W.B. JOINTS

NOTE: WALL INFILL CONSTRUCTION TO MATCH

EXISTING WALL TYPE. USE SMOKE RATED

SEALANT AS NECESSARY.

EXISTING GYP. BD.

WALL TO REMAIN

STAGGER VERTICAL

G.W.B. JOINTS

METAL STUD FRAMING

@ 16" O.C. MAX.

REMOVE EXISTING METAL STUD W/

ALL ATTACHED ANCHORS AND

REPLACE W/ NEW METAL STUD

EXISTING GYP. BD.

WALL TO REMAIN

5/8" G.W.B. @ EA. SIDE - SECURE

W/ 1" TYPE 'S' SCREWS. 8" O.C. TO

STUDS ON JOINT & 12" O.C. TO

STUDS & RUNNERS IN FIELD

EXISTING STUD TO REMAIN -

PREPARE TO RECEIVED NEW FINISH

TAPE & REPAIR ALL

JOINTS FLUSH W/ EXIST.

ADJACENT SURFACE

STAGGER VERTICAL

G.W.B. JOINTS

REMOVE EXISTING

DOOR/WINDOW AND FRAME

NOTE: WALL INFILL CONSTRUCTION TO MATCH

EXISTING WALL TYPE. USE SMOKE RATED

SEALANT AS NECESSARY.

EXISTING PARTITION TO REMAIN.

CEILING AS SCHEDULED

BASE AS SCHEDULED

UNDERSIDE OF DECK / STRUCTURE

NEW HEADER TRACK. BRACE PARTITION AS

REQUIRED TO MEET LATERAL LOAD

REQUIREMENTS OF CODE

REMOVE TOP PORTION OF THE PARTITION. REFER TO

DEMOLITION PLAN FOR HORIZONTAL DIMENSIONS.6"

INTERIOR

EXISTING EXTERIOR WALL TO REMAIN. PROTECT

DURING DEMOLITION

PROVIDE 20MIN RATED SELF-

CLOSING DOOR IN RATED FRAME

WHERE ACCESS DOORS ARE

INSTALLED; INSTALL STICKY MATS AT

BOTH SIDES OF DOOR ASSEMBLY.

UNDERSIDE OF DECK /

STRUCTURE

RENOVATED SIDE OCCUPIED SIDE

EXISTING FLOOR

CONT. 3 5/8" SILL TRACK

SECURED TO FLOOR

BATT INSULATION

5/8" TYPE X GYP BOARD ON

3 5/8" MTL STUD FRAMING

91H) FINISH OCCUPPIED

SIDE W/ GLOSS PAINT

CLOSE CEILING SPACE WITH

POLYETHYLENE MEMBRANE

SEAL AROUND ALL PIPE & DUCT

PENETRATIONS. SECURE ALL

TAPE W/ RAM TACK IN THE

PARTITION AND POLY BARRIER

W/ DUCT TAPE

W

IT

H D

U C

T S

IZ

E

C O

O R

D

IN

A

TE

C U

T O

P E

N

IN

G

INSULATED METAL DUCT. REFER TO

MECHANICAL DRAWINGS FOR SIZE

NEW METAL SPANDREL PANEL.

COORDINATE LOCATION WITH CEILING

HEIGHT AND MECHANICAL DRAWINGS

16 GA SHEET METAL ANGLE

AROUND DUCT OVERLAPPING

AT CORNERS ON EACH SIDE .

ATTACH TO SPANDREL PANEL.

PACK SPACE BETWEEN DUCT

AND SPANDREL PANEL TIGHT

WITH WATERPROOF

FIRESAFING MATERIAL

EXTERIOR RATED SEALANT

AROUND ALL EDGES AND

PENETRATIONS OF METAL ANGLES.

EXTERIOR INTERIOR

EXTERIOR DUCT SUPPORTS

TO BE PROVIDED BY

DELEGATED MECHANICAL

CONTRACTOR

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:

/6

/2

:2

:2

P M

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

H a lif a x D a y to n a

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

/2

H a lif a x D a y to n a

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

A

R

.r v t

CONSTRUCTION DOCUMENTS

AC

MW / JS

303 N CLYDE MORRIS BLVD

DAYTONA BEACH, FL 32114

1ST FLOOR PHARMACY

RENOVATION

20070224000

08/06/2025

RS&H

G501

PARTITION TYPES

© 2024 RS&H, INC

Copyright © 2024. 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

TYPE MARK DESCRIPTION FIRE RATING UL No. HEAD UL No. STC TYPE

A3-D 3 5/8" MTL STUD PARTITION TO DECK

A#-D PARTITION TYPE F#-A PARTITION TYPE

TYPE MARK DESCRIPTION FIRE RATING UL No. HEAD UL No. STC TYPE

F2-A 2 1/2" MTL STUD LOW WALL RETURN PARTITION

F3-A 3 5/8" MTL STUD Metal Stud Furring Partition

SCALE: 1" = 1'-0"

C3

PARTITION UPGRADE DETAIL

SCALE: 1 1/2" = 1'-0"

A4

RATED PARTITION CONTINUITY - HORIZONTAL

SCALE: 3" = 1'-0"

B1

DUCT/WALL PENETRATION DETAIL

SCALE: 3" = 1'-0"

B2

WALL INFILL DETAIL

SCALE: 3" = 1'-0"

B4

OPENING INFILL DETAIL

SCALE: 1" = 1'-0"

C1

PARTITION DEMO ABOVE CLG

SCALE: 1" = 1'-0"

C2

TEMPORARY ICRA PARTITION

SCALE: 1" = 1'-0"

C4

DUCT PENETRATION @ SPANDREL PANEL

SE

E

AR

C

H

14' - 0"

AHU-P1

6,000 LBS

SEE MECH

EQUIPMENT PLATFORM BY

DELEGATED ENGINEER, SEE ARCH

S101

1'

0"

SE

E N

O

TE

1'

0"

3' - 8"

SEE NOTE 1

9' - 4" 1' - 0"

8" CONCRETE SLAB

WITH THICKENED

EDGE, SEE 2/S101

DUCT SUPPORTS &

ATTACHMENT TO BUILDING

BY DELEGATED ENGINEER

1.

2.

NOTES:

INCREASE HEIGHT OF THICKENED EDGE AS

REQUIRED FOR GRADE CHANGE.

CONTACT EOR IF GRADE DROP EXCEEDS

1'-0" FOR ADDITIONAL PAD REQUIREMENTS

M

AX

1'

9"

M

IN

1'

6"

1' - 0" 1' - 0"

8"

#4 @ 12" OC

EW T&B

C

LR3"

(2) #4 CONT

M

IN

1'

9" M

IN3"

1' - 0" 1' - 0"

(3) #4

HORIZ (1) #4 HORIZ

3/4" CHAMFER

EQUIP PLATFORM

BY DELEGATED

ENGINEER TYP

1' - 0"

COMPACTED

SUBGRADE

DESIGN CRITERIA:

1.

2.

3.

ALL WORK TO CONFORM TO THE FOLLOWING:

2023 FLORIDA BUILDING CODE, BUILDING, 8TH EDITION

2023 FLORIDA BUILDING CODE, EXISTING BUILDING, 8TH EDITION

LIVE LOADS:

EQUIPMENT PAD 100 PSF

WIND DESIGN DATA (ASCE 7-22):

ULTIMATE DESIGN WIND SPEED, Vult (3-SECOND GUST) 152 MPH NOMINAL DESIGN WIND SPEED, Vasd (3-SECOND GUST) 118 MPH

BUILDING RISK CATEGORY IV

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT +/- 0.00

GENERAL STRUCTURAL NOTES

GENERAL:

1.

2.

3.

4.

5.

6.

THIS STRUCTURAL DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS, AS

AN INSTRUMENT OF SERVICE, ARE INTENDED ONLY FOR THE SPECIFIC PURPOSE

AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE

ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY

RS&H, INC. SHALL BE WITHOUT LIABILITY TO RS&H, INC.

IT IS UNDERSTOOD THAT THE STRUCTURAL ENGINEER OF RECORD MAKES NO

WARRANTY, EITHER EXPRESSED OR IMPLIED, AS TO FINDINGS, DESIGNS,

RECOMMENDATIONS, SPECIFICATIONS, OPINION, OR PROFESSIONAL ADVICE,

EXCEPT THAT THESE DOCUMENTS HAVE BEEN PREPARED IN ACCORDANCE WITH

THE CURRENT GENERALLY ACCEPTED PROFESSIONAL ENGINEERING PRACTICES.

ALL STRUCTURAL MEMBERS SHOWN HEREIN HAVE BEEN DESIGNED FOR THE FINAL

DESIGN LOADS PROVIDED IN THIS DOCUMENT IN THE FINAL ERECTED CONDITION

SHOWN HEREIN. THE CONTRACTOR IS RESPONSIBLE FOR CONDITIONS

ENCOUNTERED DURING ERECTION AND HANDLING, AND NECESSARY TEMPORARY

BRACING AND SHORING. SHORING AND BRACING SHALL BE DESIGNED TO

PRECLUDE ANY STRUCTURAL ELEMENT FROM BEING OVERSTRESSED AT ANY POINT

DURING CONSTRUCTION.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF

LATEST DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED

WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE

COMMENCING WORK SO THAT PROPER REMEDIAL WORK CAN BE EXECUTED.

CONTRACTOR SHALL REFER TO THE ENGINEER FOR INSTRUCTION FOR ANY

DIMENSION NOT GIVEN ON OR OBTAINABLE FROM THE DRAWINGS. THE

CONTRACTOR SHALL NOT USE SCALE TO OBTAIN OR VERIFY ANY DIMENSIONS

SHOWN ON THESE DRAWINGS.

DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN

ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL.

EXISTING CONDITIONS:

1.

2.

THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS WAS OBTAINED FROM

LIMITED VISUAL OBSERVATIONS. THE CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL NOTIFY

ARCHITECT / ENGINEER OF ALL EXCEPTIONS TO ASSUMED CONDITIONS.

ALL REMOVAL, CUTTING, DRILLING, ETC. OF THE EXISTING CONSTRUCTION SHALL

BE PERFORMED WITH GREAT CARE TO PREVENT DAMAGING THE EXISTING

CONSTRUCTION OR JEOPARDIZING THE INTEGRITY OF THE EXISTING BUILDING TO

REMAIN.

SHOP DRAWINGS:

1.

2.

3.

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW.

SHOP DRAWINGS SHALL HAVE BEEN CHECKED BY AND STAMPED WITH THE

APPROVAL OF THE CONTRACTOR. THE DATA SHOWN ON THE SHOP DRAWINGS

SHALL BE COMPLETE WITH RESPECT TO DIMENSIONS AND DESIGN CRITERIA, AND

DULY SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE

STATE OF FLORIDA, WHERE APPLICABLE.

REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS LIMITED TO COMPLIANCE OF THE

COMPLETED STRUCTURE WITH THE DESIGN CONCEPT AND INFORMATION GIVEN IN

THE CONTRACT DOCUMENTS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR

DIMENSIONS, QUANTITIES, PERFORMANCE, SAFETY, COORDINATION WITH OTHER

WORK, AND ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS. REVIEW

DOES NOT AUTHORIZE CHANGES TO THE CONTRACT.

SHOP DRAWINGS MUST BE SUBMITTED FOR THE ENGINEER'S REVIEW OF THE

FOLLOWING ITEMS:

CONCRETE MIX DESIGNS

CONCRETE REINFORCING

EQUIPMENT PLATFORM (DELEGATED)

DUCT SUPPORTS & ATTACHMENT TO BUILDING (DELEGATED)

DELEGATED DESIGN SUBMITTALS:

1.

2.

3.

DELEGATED DESIGN SUBMITTALS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL

AND THE ARCHITECT / ENGINEER AND SHALL BE REVIEWED PRIOR TO

INSTALLATION.

ALL DELEGATED DESIGN SUBMITTALS SHALL BE SIGNED AND SEALED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.

DELEGATED DESIGN SUBMITTALS ARE AS FOLLOWS:

EQUIPMENT PLATFORM

DUCT SUPPORTS AND ATTACHMENT TO BUILDING

CAST-IN-PLACE CONCRETE:

1.

2.

3.

4.

5.

6.

7.

8.

9.

ALL CONCRETE SHALL BE DESIGNED PER ACI 318-19.

ALL CONCRETE SHALL BE DESIGNED BY AN APPROVED LABORATORY, AND THE

DESIGN MIX SHALL SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND

APPROVAL PRIOR TO USE.

LOCATION STRENGTH (f'c) @ 28 DAY

ALL CONCRETE 4,000 PSI

MAXIMUM WATER-CEMENT RATIO = 0.50.

SLUMP = 4" ± 1".

CONCRETE TESTING: TESTING OF COMPOSITE SAMPLES OF FRESH CONCRETE

OBTAINED ACCORDING TO ASTM C 172 SHALL BE PERFORMED ACCORDING TO THE

FOLLOWING REQUIREMENTS:

TESTING FREQUENCY: OBTAIN ONE COMPOSITE SAMPLE FOR EACH DAY'S POUR

OF EACH CONCRETE MIXTURE. A MINIMUM OF 2 TOTAL COMPOSITE SAMPLES

SHALL BE OBTAINED FOR EACH CONCRETE MIXTURE.

COMPRESSIVE-STRENGTH: ASTM C 39; TEST ONE SET OF TWO LABORATORY-

CUREDSPECIMENS AT 7 DAYS AND ONE SET OF TWO SPECIMENS AT 28 DAYS. A

COMPRESSIVE-STRENGTH TEST SHALL BE THE AVERAGE COMPRESSIVE

STRENGTH FROM A SET OF TWO SPECIMENS OBTAINED FROM THE SAME

COMPOSITE SAMPLE AND TESTED AT THE AGE INDICATED.

SLUMP: ASTM C176; ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE

SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH

CONCRETE MIXTURE.

PROTECTION AND CURING:

PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND

EXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WITH ACI 306.1 FOR COLD-

WEATHER PROTECTION AND ACI 305.1 FOR HOT-WEATHER PROTECTION DURING

CURING.

CURE CONCRETE ACCORDING TO ACI 308.1, BY ONE OR A COMBINATION OF THE

FOLLOWING METHODS.

MOISTURE CURING: KEEP SURFACES CONTINUOUSLY MOIST FOR NOT LESS

THAN 7 DAYS.

CURING COMPOUND: APPLY UNIFORMLY IN CONTINUOUS OPERATION BY POWER

SPRAY OR ROLLER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.

MAINTAIN CONTINUITY OF COATING AND REPAIR DAMAGE DURING CURING

PERIOD. AFTER CURING PERIOD HAS ELAPSED, REMOVE CURING COMPOUND

WITHOUT DAMAGING CONCRETE SURFACES BY METHOD RECOMMENDED BY

CURING COMPOUND MANUFACTURER

CURING AND SEALING COMPOUND: APPLY UNIFORMLY IN CONTINUOUS

OPERATION BY POWER SPRAY OR ROLLER ACCORDING TO MANUFACTURER'S

WRITTEN INSTRUCTIONS. MAINTAIN CONTINUITY OF COATING AND REPAIR

DAMAGE DURING CURING PERIOD.

NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS

SPECIFICALLY DETAILED. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR

LOCATION OF SLEEVES, MOULDS, FLOOR HINGES, ETC. TO BE CAST INTO THE

CONCRETE.

EMBEDDED ITEMS THAT WILL SUPPORT STRUCTURAL STEEL CONSTRUCTION SHALL

BE PLACED WITHIN THE TOLERANCES PRESCRIBED IN THE LATEST EDITION OF THE

AISC "CODE OF STANDARD PRACTICE." FIELD VERIFY LOCATION OF EMBEDDED

ITEMS PRIOR TO FABRICATION AND DELIVERY OF STRUCTURAL STEEL TO THE

PROJECT SITE.

ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" UNLESS NOTED

OTHERWISE.

REINFORCING STEEL:

1.

2.

3.

4.

5.

6.

7.

8.

ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, UNLESS NOTED

OTHERWISE.

WHERE WELDING IS REQUIRED, REINFORCING STEEL SHALL BE ASTM A706, GRADE

60, AND SHALL BE WELDED WITH E80 ELECTRODES.

SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE CLASS B TENSION LAP

SPLICES, UNLESS NOTED OTHERWISE. REFER TO CONCRETE TENSION LAP SPLICE

SCHEDULE ON THIS SHEET.

CONCRETE REINFORCING SHALL HAVE THE FOLLOWING MINIMUM CLEAR COVER,

UNLESS NOTED OTHERWISE:

EQUIPMENT PAD 3" BOTTOM & SIDES, 2" TOP

DETAILING OF REINFORCING SHALL BE IN ACCORDANCE WITH THE LATEST REVISION

OF THE ACI DETAILING MANUAL AND THE LATEST EDITION OF THE CRSI "MANUAL OF

STANDARD PRACTICE."

ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD

ACCESSORIES IN CONFORMANCE WITH THE CRSI "MANUAL OF STANDARD

PRACTICE" DURING PLACING OF CONCRETE.

PROVIDE CORNER REINFORCING TO MATCH HORIZONTAL REINFORCING AT ALL

CORNERS OF THICKENED EDGE.

ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD 90-DEGREE HOOKS.

POST-INSTALLED ANCHORS:

1.

2.

3.

4.

INSTALLATION OF ANCHORS SHALL BE IN STRICT ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND BE PERFORMED BY

AN INSTALLER TRAINED BY THE MANUFACTURER.

POST-INSTALLED ANCHORS SHALL HAVE A CURRENT ICC-ES REPORT AND BE

APPROVED FOR USE IN CRACKED AND UNCRACKED CONCRETE.

THE CONCRETE SHALL HAVE ATTAINED ITS MINIMUM DESIGN STRENGTH PRIOR TO

INSTALLATION OF THE ANCHORS.

EXISTING REINFORCING STEEL SHALL NOT BE CUT OR DAMAGED. LOCATE EXISTING

BARS BY NON-DESTRUCTIVE MEANS PRIOR TO DRILLING HOLES FOR ANCHORS.

NOTIFY ENGINEER IF ANCHORS LOCATIONS CONFLICT WITH EXISTING REINFORCING.

FOUNDATIONS:

1.

2.

3.

4.

5.

6.

7.

8.

ASSUMED ALLOWABLE BEARING PRESSURE - 1500 PSF

BASED ON PRESUMPTIVE LOAD-BEARING VALUES IN TABLE 1806.2 OF FBC 2023.

FOUNDATIONS SHALL BEAR ON COMPACTED NATURAL GRADE OR COMPACTED FILL

MATERIAL.

FILL SHALL CONSIST OF CLEAN MIXTURES OF SAND AND GRAVEL THAT ARE FREE

OF PLASTIC CLAYS, ORGANICS AND DELETERIOUS MATERIALS.

COMPACT SOIL / FILL UNDER FOOTINGS TO A MINIMUM 95% MODIFIED PROCTOR

DRY DENSITY ACCORDING TO ASTM D1557.

ALL FOUNDATION WORK SHALL BE INSPECTED AND APPROVED FOR ASSUMED

ALLOWABLE BEARING PRESSURE BY A COMPETENT GEOTECHNICAL ENGINEER OR

THEIR REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE.

AN INDEPENDENT TESTING AGENCY SHALL INSPECT AND VERIFY COMPACTION OF

ALL SUBGRADES AND FILL MATERIALS BEFORE FURTHER CONSTRUCTION WORK IS

PERFORMED.

IF FOOTINGS SHOWN OCCUR IN A DISTURBED, UNSTABLE OR UNSUITABLE SOIL

CONTACT THE ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK.

CONCRETE SHALL BE PLACED IMMEDIATELY AFTER FOOTING EXCAVATION AND

PLACEMENT OF REINFORCING STEEL TO AVOID BEARING SOILS EXPOSURE TO

WETTING AND DRYING. ANY WATER SHALL BE PUMPED OUT OF THE FOOTING

EXCAVATION PRIOR TO PLACEMENT OF CONCRETE.

DEVELOPMENT

LENGTH (Ldh)

SCHEDULE FOR ACI

STD 90° HOOKS

#3

BAR SIZE

#4

4000 PSI

7"

10"

CONCRETE TENSION

LAP SPLICE SCHEDULE

#3

BAR

SIZE

#4

19"

25"

24"

32"

4000 PSI

OTHERTOP

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:

8/ 6/

:0

6:

P M

Au to de sk

D oc s:

//2

_H al ifa x D ay to na P ha rm ac y

R en ov at io n/

0_

H al ifa x_

D ay to na

_P ha rm ac y_ R en ov at io n_ S_

R

.rv t

CONSTRUCTION DOCUMENTS

DAR

MCM

303 N CLYDE MORRIS BLVD

DAYTONA BEACH, FL 32114

1ST FLOOR PHARMACY

RENOVATION

20070224000

08/06/2025

DAR

S101

GENERAL

STRUCTURAL NOTES,

FOUNDATION PLAN,

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.

SCALE: 3/16" = 1'-0"1 FOUNDATION PLAN

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: NTS2 TYP EQUIP PAD SECTION

ABBREVIATIONS

& AND

@ AT

AB ANCHOR BOLT

ABV ABOVE

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ARCH ARCHITECT, URAL

B/B BACK TO BACK

B/ BOTTOM OF

BC BOTTOM CHORD

BLDG BUILDING

BLK BLOCK

BLW BELOW

BM BEAM

BOD BOTTOM OF DECK

BOTT BOTTOM

BP BASE PLATE

BRDG BRIDGING

BRG BEARING

BTWN BETWEEN

C/C CENTER TO CENTER

CCJ CRACK CONTROL JOINT

CFS COLD-FORMED STEEL

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT(S)

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE, TION

CTRD CENTERED

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DT DOUBLE TEE

DWG(S) DRAWING(S)

DWL DOWEL

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EMBED EMBEDMENT

ENG ENGINEER

EOD EDGE OF DECK

EOR ENGINEER OF RECORD

EOS EDGE OF SLAB

EP EMBEDDED PLATE

EQ EQUAL

EQUIP EQUIPMENT

EQUV EQUIVALENT

ES EACH SIDE

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F FOOTING MARK

F/ FACE OF

FD FLOOR DRAIN

FF FINISHED FLOOR

F…