SECTION NUMBER

SECTIONS

ELEVATION NUMBERS

ELEVATIONS

DETAIL NUMBER

ROOM NUMBERS

DIRECTION OF ELEVATION VIEWS

DRAWING WHERE

ELEVATION IS SHOWN

DRAWING WHERE ELEVATION IS

SHOWN

DRAWING

WHERE

SECTION IS

SHOWN

DRAWING WHERE

DETAIL IS SHOWN

DOOR & OPENING NUMBERSINTERIOR PARTITIONS

REVISIONS

LETTER INDICATES

INTERIOR PARTITION TYPE

NUMBER INDICATES

STRUCTURE DEPTH.

ISSUE IN WHICH REVISION OCCURS

WINDOW TYPE

CLOUD SURROUNDING

AREA OF CURRENT

REVISION

XX

XXXX

XX

XXXX

XX

XXXX

GENERAL INTERIOR FINISH

TAG

ROOM NAMEREST

ROOM

ROOM NUMBER - FIRST

DIGIT INDICATES FLOOR

OR LEVEL

DETAILS

DIRECTION

OF SECTION

CUT

REFERENCE SYMBOLS

F0 W0 C0

B0 T0 R0

CEILING FINISH

REMARK

WALL FINISH; WHERE

APPLICABLE REFER TO ACCENT

WALL TAG FOR SPECIFIC WALL

TREATMENT

FLOOR FINISH

TRIM

WALL BASE

INTERIOR FINISH ACCENT

WALL TAG

DIRECTION OF

ELEVATION VIEW

ELEVATION

NUMBER

FINISH TYPE

DASHED LINE INDICATES

EXTENT

OF SURFACE TO RECEIVE

SPECIFIED FINISH TYPE

Z0

XX

XXXX

A

BUILDING CODE ANALYSIS

RECONFIGURATION OF OFFICE CUBICLES TO ACCOMODATE FUTURE

GROWTH AND ENLARGING THE CONFERENCE ROOM

201 S. ROSALIND AVE.

ORLANDO, FLORIDA 32801

ORANGE COUNTY ADMINISTRATION ZONING DIVISION ARBORIST OFFICE

MODIFICATION

CODES IN EFFECT:

SCOPE OF PROJECT:

ADDRESS:

PROJECT:

JOSE MIRANDA-CRUZ; ORANGE COUNTY CAPITAL PROJECTS (407) 836-0061CLIENT CONTACT:

ERIC KLEINSTEUBER; KMF ARCHITECTS (407) 298-1988ARCHITECT CONTACT:

2023 FLORIDA BUILDING CODE: BUILDING

2023 FLORIDA BUILDING CODE: EXISTING BUILDING

2023 FLORIDA BUILDING CODE: ACCESSIBILITY

2023 FLORIDA FIRE PREVENTION CODE

NFPA 1, UNIFORM FIRE CODE FLORIDA EDITION (BASED ON NFPA 1,

2009 EDITION), NFPA 101, LIFE SAFETY CODE FLORIDA EDITION (BASED

ON NFPA 101 LIFE SAFETY CODE, 2009 EDITION)

SEE ELECTRICAL, MECHANICAL, AND FIRE PROTECTION SHEETS FOR

APPLICABLE, GOVERNING CODES

NEW ARBORIST OFFICE

VICINITY MAP

PROJECT LOCATION

ERIC KLEINSTEUBER

FL LICENSE # AR93580

839 N MAGNOLIA AVE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

ISSUE

PROJECT #

DATE:

SHEET NUMBER ISSUE

P A

R C

E L I

D

-2

-2

-8

-1

-0

PARCEL ID : 25-22-29-8380-11-000

O R

A N

G E

C O

U N

T Y

A D

M

IN

IS

T

R A

T

IO

N

S R o s a lin d A v e

O rl a n d o

F

L

Z O

N

IN

G D

IV

IS

IO

N

A R

B O

R

IS

T O

F F

IC

E

M O

D

IF

IC

A

T

IO

N

COVER SHEET,

DRAWING INDEX,

AERIAL VICINTY

MAP

2406.10

2025.01.17

G.000 04

ZONING DIVISION ARBORIST OFFICE MODIFICATION

201 S. Rosalind Ave, Orlando, FL 32801

ORANGE COUNTY ADMINISTRATION

GENERAL

SHEET

NO. SHEET NAME ISSUE NO.

RELEASE

DATE

G.000 COVER SHEET, DRAWING INDEX, AERIAL VICINTY MAP 04 2025.07.21

G.001 GENERAL INFO AND SYMBOLS 01 2025.01.17

G.010 ACCESSIBILITY DETAILS 01 2025.01.17

G.012 ACCESSIBILITY DETAILS 01 2025.01.17

G.100 STANDARD PARTITION TYPES 02 2025.07.21

LS.001 LIFE SAFETY PLAN 02 2025.04.11

INTERIORS

SHEET

NO. SHEET NAME ISSUE NO.

RELEASE

DATE

I.100 FINISH SCHEDULE 01 2025.01.17

I.200 FURNITURE PLANS 02 2025.04.11

JOSE MIRANDA CRUZ

ORLANDO, FL 32801

OWNER CONTACT

407.836.0061

ORANGE COUNTY CAPITAL PROJECTS

400 E SOUTH STREET, 5TH FLOOR

839 N MAGNOLIA AVE

407.298.1988

ARCHITECTURE

#AR93580

KMF ARCHITECTS

ORLANDO, FL 32803

935 LAKE BALDWIN LN,

407.767.5188

ENGINEER MEP

SGM ENGINEERING

ORLANDO, FL, 32814

# DATE DESCRIPTION

01 2025.01.30 PERMIT &

CONSTRUCTION

02 2025.04.11 PERMIT

COMMENTS

03 2025.04.30 PERMIT

COMMENTS

04 2025.07.21 PROCUREMENT

REVIEW

ARCHITECTURAL

SHEET

NO. SHEET NAME ISSUE NO.

RELEASE

DATE

AD.101 DEMOLITION PLAN 01 2025.01.17

AD.111 DEMOLITION REFLECTED CEILING PLAN 01 2025.01.17

A.101 FLOOR PLAN 01 2025.01.17

A.111 REFLECTED CEILING PLAN 01 2025.01.17

A.401 ENLARGED PLANS AND ELEVATIONS 01 2025.01.17

A.402 MILLWORK SECTIONS 01 2025.01.17

A.601 DOOR AND WINDOW SCHEDULES 01 2025.01.17

FIRE SUPPRESSION

SHEET

NO. SHEET NAME ISSUE NO.

RELEASE

DATE

FP.001 FIRE PROTECTION SYMBOLS & GENERAL NOTES 01 2025.01.17

FP.201 FIRE PROTECTION FLOOR PLAN 01 2025.01.17

FP.801 FIRE PROTECTION DETIALS 01 2025.01.17

MECHANICAL

SHEET

NO. SHEET NAME ISSUE NO.

RELEASE

DATE

M.001 MECHANICAL SYMBOLS & GENERAL NOTES 01 2025.01.30

MD.201 MECHANICAL DEMO FLOOR PLAN 01 2025.01.30

M.201 MECHANICAL FLOOR PLAN 01 2025.01.30

M.801 MECHANICAL SCHEDULE & DETAILS 01 2025.01.30

ELECTRICAL

SHEET

NO. SHEET NAME ISSUE NO.

RELEASE

DATE

E.001 ELECTRICAL SYMBOLS AND SPECIFICATIONS 02 2025.04.11

ED.301 ELECTRICAL DEMO POWER PLAN 02 2025.04.11

ED.201 ELECTRICAL DEMO LIGHTING PLAN 01 2025.01.30

E.201 ELECTRICAL LIGHTING PLAN 02 2025.04.11

E.301 ELECTRICAL POWER PLAN 03 2025.04.30

E.501 ELECTRICAL ONE LINE DIAGRAM 01 2025.01.30

E.502 ELECTRICAL RELAY RISER 01 2025.01.30

E.801 ELECTRICAL DETAILS 01 2025.01.30

ORANGE COUNTY GOVERNMENT

MAYOR - JERRY L. DEMINGS

DISTRICT 1 - NICOLE H. WILSON

DISTRICT 2 - CHRISTINE H. WILSON

DISTRICT 3 - MAYRA URIBE

DISTRICT 4 - MARIBEL GOMEZ CORDERO

DISTRICT 5 - EMILY BONILLA

DISTRICT 6 - MICHAEL "MIKE" SCOTT

YARD DRAINYD

STANDARD ABBREVIATIONS

JOIST

JANITOR

JOINT

KNOCKOUT

KILO-POUND

KNOCKDOWN

ANGLE

LABORATORY

JOINT FILLER

J

JAN

JT

KD

L

KO

LAB

KIP

JF

LAMINATE

LIVE LOAD

LOW POINT

LINEAL FOOT

LIGHT FIXTURE

LAVATORY

LONG WAY

MASONRY

LIGHTWEIGHT

MAIL BOX

MAXIMUM

MATERIAL

MECHANICAL

LIGHTING

LAM

LF

LF

LAV

LL

LP

LLV

LLH

LW

LTWT

MB

MAX

MAT

MECH

MAS

LTG

ANCHOR BOLT

ACOUSTICAL

ADJUSTABLE

ADJACENT

AGGREGATE

ALTERNATE

ALUMINUM

AREA DRAIN

AVERAGE

ASPHALT

ARCHITECTURAL

APPROXIMATE

ANODIZED

BACK TO BACK

BASELINE

BOARD

BLOCKING

BUILDING

BITUMINOUS

BOTTOM

BASE PLATE

ABOVE FINISH GRADE

ABOVE FINISH FLOOR

ARCHITECT/ENGINEER

BOTTOM OF FOOTING

BOTTOM OF CURB

BENCHMARK, BEAM

MANHOLE

MINIMUM

MEZZANINE

MODULAR

MOVABLE

MISCELLANEOUS

MUNTIN

MULLION

MOUNTED

NUMBER

NEAR FACE

MOP RECEPTOR

MH

MIN

MEZZ

MO

MOD

MOV

MISC

MTD

MUNT

MULL

NO

NF

NIC

M/W

MR

ON CENTER

OVERHEAD

OUTSIDE FACE

NOT TO SCALE

NORTH SOUTH

NOMINAL

OPPOSITE

OPENING

PLATE

PAVING

PRE-FINISHED

PROPERTY LINE

OPPOSITE HAND

NS

NTS

NOM

OH

OF

OD

OC

OPP

OPNG

PL

PFN

PAV

OPH

BRICK

BEARING

BETWEEN

BOTH WAYS

BASEMENT

BUILT-UP ROOF

CENTERLINE

CEMENT

CONTROL JOINT

CABINET HEATER

CORNER GUARD

CATCH BASIN

CEILING

CLEARANCE

CHALKBOARD

CABINET

COLUMN

CLEANOUT

COMBINATION

CROSS NOTCH

CONCRETE

COMPOSITION

CONTRACTOR

CONTINUOUS

COORDINATE

CONSTRUCTION

COURSE

CORNER

CONNECTION

CORRUGATED

METAL PIPE

CONCRETE

MASONRY UNIT

CONSTRUCTION JOINT

CORRUGATED,

CORRIDOR

PANEL

PLYWOOD

PROPOSED

POUNDS PER LINEAR FOOT

PLUMBING

RABBET

PARTITION

QUARRY TILE

RADIUS/RISER

PLAM

PLF

PLBG

PNL

PSF

PRF

PROP

PLYWD

PSI

PTWD

PTN

QT

RBT

ROOF DRAIN

REQUIRED

REFERENCE

RESILIENT

RESIDENCE

REFRIGERATOR

ROOFING

ROOM

SCHEDULE

SANITARY

RAILROAD

ROUGH OPENING

ROOF LEADER

RD

REF

REFR

RES

RES

REQD

REINF

RFG

RO

RM

RL

SCH

SAN

RR

REV

RCP

DETAIL

CENTER

COUNTERSINK

CERAMIC TILE

DIAMETER

DOUBLE HUNG

DIMENSION

DOWN

DEAD LOAD

DAMPPROOFING

DOOR

DITTO

DOWNSPOUT

DIAGONAL

DRAIN TILE

DRAWING

ELEVATION

EACH FACE

ENCLOSE

EMERGENCY

ELEVATOR

EQUIPMENT

EQUAL

ELECTRIC

DUCTILE IRON PIPE

DOVETAIL ANCHOR

DRINKING FOUNTAIN

EDGE OF PAVEMENT

EXPANSION JOINT

EMERGENCY SHOWER

EMERGENCY SHOWER

EXPANSION BOLT

PLASTERPLAS

PLASTIC LAMINATE (HI-PRESS.)

MICROWAVE OVEN

LONG LEG VERTICAL

LONG LEG HORIZONTAL

MASONRY OPENING

NOT IN CONTRACT

OUTSIDE DIAMETER

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PRE-FORMED

PRESSURE TREATED WOOD

REVISED/REVISION

REFLECTED CEILING PLAN

SHEET

SHOWER

SIMILAR

SINK

SAW JOINT

SQUARE FOOT

SPECIAL

SQUARE

STEEL

STANDARD

SHEET METAL

SPECIFICATION

SLEEVE

SH

SGT

SF

SIM

SK

SJ

SHT

SPC

SQ

SM

SPEC

SS

STL

STD

SL

TREAD

SHORT WAY

SUSPENDED

STRUCTURAL

TELEPHONE

TRENCH DRAIN

TOP OF COLUMN

TOP & BOTTOM

SW

STR

SUSP

SYM

TB

T&G T&B

TD

TEL

T/COL

T/C

STEEL JOISTSSTLJ

& EYE WASH

EAST WEST

ESTIMATE

EXISTING

EXPOSED

EXHAUST

FOUNDATION

FASTEN(ER)

FLOOR DRAIN

FAR FACE

EXTERIOR

FIRE HYDRANT

FENCE LINE

FLASHING

FLEXIBLE

FINISH

FACE OF FINISH

FACE OF STUDS

FRAME

FOOT

FIREPROOFING

FLOOR

ELECTRIC WATER

COOLER

EACH WAY/EYE WASH/

FIRE HOSE CABINET

FINISH FLOOR LINE

FINISH FLOOR ELEVATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER

CABINET

FACE OF MASONRY

FACE OF CONCRETE

FULL SIZE/FLOOR SINK

FIRE HOSE RACK

TERRAZZO

THROUGH

TACKBOARD

TOP OF SLAB

TOP OF JOIST

TOP OF FOOTING

TELEVISION

TYPICAL

UNDERCUT

URINAL

UNFINISHED

UNDERGROUND

TOP OF WALL

T/FTG

TERR

THRU

TS

TM

TKBD

TV

TJ

UC

TYP

TW

UR

UNF

UG

USGS

VARIES

VESTIBULE

VERTICAL

V-JOINT

WITH

WALL HYDRANT

WATER CLOSET

WIND LOAD

VCT

VAR

VJ

VEST

VERT

VTR

VCP

W/

VWC

WC

WH

WF

WD

WL

FURRING

FUTURE

FOOTING

FACE TO FACE

GLASS

GAUGE

GALVANIZED

GRADE

GAS METER

GOVERNMENT

GUTTER

GROUND

GRADE BEAM

GRANULAR

HOSE BIBB

HEADER

HARDBOARD

HANDICAPPED

GYPSUM

HARDWARE

HORIZONTAL

HIGH POINT

HEIGHT

HEADWALL

HEATING

HOURM, HANDRAIL

HOLLOW METAL

GALVANIZED METAL PIPE

GYPSUM WALLBOARD

TEMP

WITHOUT

WATERSTOP

WAINSCOT

WEIGHT

WATERPROOFING

WS

WP

W/O

WT

WWF

WSCT

INCH

INSIDE FACE

INCLUDE

INSULATION

INVERT

INTERIOR

INSIDE DIAMETER

HARDWOOD

WATER METERWM

TOP OF CONCRETE

TONGUE & GROOVE

TOP OF MASONRY

VITRIFIED CLAY PIPE

WOOD

VINYL WALL COVERING

WELDED WIRE FABRIC

VENT THRU ROOF

TEST BORING

TEMPORARY, TEMPERATURE

STRUCTURAL GLAZED TILE

STAINLESS STEEL

SYMMETRY, SYMMETRICAL

SECTIONSECT

AB

AC

ADJT

ADJ

AFF

A/E

AFG

AGG

ALT

AL

AD

ANOD

ASPH

ARCH

APPROX

BL

B/B

AVG

BD

B/F

BIT

BLDG

BLKG

BM

BP

BOT

B/C

BRK

BRG

BTWN

BSMT

L

BW

BUR

CB

CG

CEM

CJ

CLR

CLG

CKBD

CH

CAB

CMP

CMU

CO

CN

COMB

CONC

COMP

COL

CONT

CONST

COORD

CRS

CORR

COR

CONTR

CONN

CONST JT

CT

CSK

CTR

DH

DF

DET

DIM

DL

DIP

DN

DS

DR

DO

DMPF

DIAG

DIA(OR )

DT

DWG

DTA

EL

EJ

EF

EB

ENCL

EMG

ELEV

ES

EQUIP

ESEW

EQ

E/P

ELEC

EW

EST

EXP

EXH

EXIST

EWC

FD

FAS

FF

FFE

FEC

FE

FDN

EXT

FH

FHR

FHC

FFL

FL

FLG

FLEX

FIN

FOM

FOF

FOC

FS

FR

FT

FP

FOS

FLR

FUT

FUR

F/F

FTG

GL

GA

GALV

GR

GM

GOVT

GWB

GUT

GRD

GRBM

GRAN

GMP

GYP

HB

HC

HDR

HDBD

HDW

HM

HORIZ

HGT

HW

HTG

HR

HP

IF

ID

IN

INCL

INSUL

INV

INT

HWD

AT (THE RATE OF)

AND

NUMBER OR POUND

AMERICANS WITH

DISABILITIES

ADDENDUM; ADDITION

ADDITIONAL

ADD

ADA

ADDL

ACCESS PANELAP

AUTOMATICAUTO

AUXILIARYAUX

AUDIO VISUALA/V

BRITISH THERMAL

UNITS

BTU

BRITISH THERMAL

UNITS/HOUR

BTUH

CABINETCAB

CENTER TO CENTERC/C

CLOSED CIRCUIT TVCCTV

CLOSETCL

CARPETCPT

CUBICCU

CUBIC FEETCU.FT

CUBIC YARDCU.YD

DETAILCYL

DEGREEDEG

DEMOLITIONDEMO

DEPARTMENTDEPT

EDGE OF PAVEMENTE/P

EACHEA

FIRE RETARDANT TREATED

WOOD

FRTWD

FURNISH, FURNITUREFURN

GALLONGAL

GENERAL, GENERATORGEN

GENERAL CONTRACTORGC

GYPSUM BOARDGYPD

HIGHH

HEATERHTR

HVAC

INFORMATIONINFO

MAINTENANCEMAINT

METERM

MANUFACTURED,

MANUFACTURER

MFR

MILLIMETERMM

METALMTL

NOISE REDUCTION

COEFFICIENT

NRC

OUT TO OUTO/O

OFFICEOFF

OVERHEAD DOOROHD

OUNCEOZ

P

POUNDS PER CUBIC FOOTPCF

PT PRESSURE TREATED

QUANTITYQTY

R

RIGHT OF WAYR/W

RESILIENT BASERB

REM REMOVE, REMOVABLE

STAND PIPESP

SSK SERVICE SINK

STA STATION

STC SOUND TRANSMITION CLASS

STORAGESTO

SUPPLEMENTALSUPP

SYS SYSTEM

T

T/ TOP

T/B TOP OF BEAM

THICK, THICKNESSTHK

TOILETTLT

UNIT HEATERUH

UNDERWRITER'S

LABORATORIES

UL

UNLESS NOTES OTHERWISEUNO

VINYL COMPOSITION TILE

VERYFIED IN FIELDVIF

WOOD BASEWB

C

L

WIDE FLANGE

(STRUCTURAL

STEEL), WASH

FOUNTAIN

HEATING,

VENTILATING & AIR

CONDITIONING

REINFORCEME

NT, OR

REINFORCING

UNITED STATES

GEOLOGICAL

SURVEY

FASTEN(ER)FAS

FACE OF CONCRETEF/C

FACE OF MASONRYF/M

FACE OF STUDSF/S

FIRE ALARMFA

GENERAL SYMBOLS

C LOCATION OF HORN STROBE

LOCATION OF FIRE STROBE

2X4 EMERGENCY LIGHT FIXTURE

PEDESTAL TYPE, FLOOR MOUNTED

DUPLEX RECEPTACLE GROUNDING TYPE

2X4 FLUORESCENT FIXTURE

DUPLEX RECEPTACLEa

P,T,D FLOOR MOUNTED DEVICE (P=POWER,

TELEPHONE WALL OUTLET

IN GROUND FAULT INTERRUPTION

GFI TYPE RECEPTACLE WITH BUILT

IN GROUND FAULT INTERRUPTION

GFI TYPE RECEPTACLE WITH BUILT

DOUBLE DUPLEX RECEPTACLE

T=TELEPHONE, D=DATA)

PLUG IN RECEPTACLE STRIP

SPECIAL PURPOSE RECEPTACLE

(a=SWITCH LEG SPLIT WIRED)

DATA WALL OUTLET

DATA FLOOR OUTLET

W

DTC

SPRINKLER HEAD

DATA TERMINAL CABINET

WALL MOUNTED TELEPHONE OUTLET

FE FIRE EXTINGUISHER -RECESSED OR

SEMI-RECESSED AS REQD

D

EXHAUST VENT

NEW DRYWALL PARTITION

ALIGN

LC

A

CENTERLINE

AT

ALIGN

RECESSED DOWNLIGHT

RECESSED WALLWASHER

STARTING OR REFERENCE POINT

a

3 THREE-WAY SWITCH

SWITCH (a = SWITCH LEG.)

FLUORESCENT STRIP LIGHT

SLOT DIFFUSER

AIR RETURN

AIR SUPPLY

DRYWALL BULKHEAD OR SOFFIT

2 X 2 FLUORESCENT FIXTURE

2 X 4 FLUORESCENT FIXTURE

SECTION NUMBER

SECTIONS

ELEVATION NUMBERS

ELEVATIONS

DETAIL NUMBER

ROOM NUMBERS

DIRECTION OF ELEVATION VIEWS

DRAWING WHERE

ELEVATION IS SHOWN

DRAWING WHERE ELEVATION IS

SHOWN

DRAWING

WHERE

SECTION IS

SHOWN

DRAWING WHERE

DETAIL IS SHOWN

DOOR & OPENING NUMBERSINTERIOR PARTITIONS

REVISIONS

LETTER INDICATES

INTERIOR PARTITION TYPE

NUMBER INDICATES

STRUCTURE DEPTH.

ISSUE IN WHICH REVISION OCCURS

WINDOW TYPE

CLOUD SURROUNDING

AREA OF CURRENT

REVISION

XX

XXXX

XX

XXXX

XX

XXXX

GENERAL INTERIOR FINISH

TAG

ROOM NAMEREST

ROOM

ROOM NUMBER - FIRST

DIGIT INDICATES FLOOR

OR LEVEL

DETAILS

DIRECTION

OF SECTION

CUT

EXISTING DRYWALL

PARTITION TO BE REMOVED

COLUMN GRID NO./LETTER AND

CENTERLINE

CEILING MTD. SURFACE OR

PENDANT LIGHT

WALL MOUNTED LIGHT

FIXTURE (SCONCE)

TRACK LIGHTING OUTLET

W/ FIXTURE

LIGHTING DIMMER ELECTRONIC

TYPE

TELEPHONE OUTLET FLUSH

MOUNTED IN FLOOR

TELEPHONE OUTLET IN PEDESTAL

FLOOR FITTING

EXIT LIGHT - SHADING INDICATES FACE,

ARROW INDICATES DIRECTIONAL ARROW

EMERGENCY LIGHTS W/ BATTERY

BACK-UP

2 X 2 SUSPENDED ACOUSTICAL

CEILING

REFERENCE SYMBOLS

C = CEILING-MOUNTED

TEL/DATA WALL OUTLET

F0 W0 C0

B0 T0 R0

CEILING FINISH

REMARK

WALL FINISH; WHERE

APPLICABLE REFER TO ACCENT

WALL TAG FOR SPECIFIC WALL

TREATMENT

FLOOR FINISH

TRIM

WALL BASE

INTERIOR FINISH ACCENT

WALL TAG

DIRECTION OF

ELEVATION VIEW

ELEVATION

NUMBER

FINISH TYPE

DASHED LINE INDICATES

EXTENT

OF SURFACE TO RECEIVE

SPECIFIED FINISH TYPE

Z0

XX

XXXX

A

LINEAR LIGHT FIXTURE

PENDANT LIGHT FIXTURE

CHANDELIER LIGHT FIXTURE

ERIC KLEINSTEUBER

FL LICENSE # AR93580

839 N MAGNOLIA AVE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

ISSUE

PROJECT #

DATE:

SHEET NUMBER ISSUE

P A

R C

E L I

-2

-2

-8

-1

-0

O R

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C O

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T Y

A D

M

IN

IS

T

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N

S R o s a lin d A v e

O rl a n d o F

L

Z O

N

IN

G D

IV

IS

IO

N

A R

B O

R

IS

T O

F F

IC

E

M O

D

IF

IC

A

T

IO

N

GENERAL INFO

AND SYMBOLS

2406.10

2025.01.17

G.001 01

# DATE DESCRIPTION

01 2025.01.30 PERMIT &

CONSTRUCTION

01DRAWING LEGEND

m in

24 min m in

36 min

12 min 12 min

60 min base a rm a rm

17-25

6 max m in

(a) elevation

(b) plan

11 min m in

8 min

9 min

(a) elevation

(b) plan m in

25 max

4 max

X

X

7 2 m a x

X m in m a x m a x m a x

>20-25 max20 max

(a) (b)

10 max m a x m in

10 max m a x m a x m a x m a x

> 10-24 max

(a) (b) m in

48 min

24 max m in m in m in

24 max

5 max 15 min

16-18 17-19

(a) wheelchair accessible water closets

(b) ambulatory accessible water closets

60 min m in transfer side

12 min24 min

36 min

12 max

42 min

54 min m in

7-9 m a x

-1

(a) elevation

(b) plan m a x

(a .f .f to s p o u t)

Notes :

1. Spout outlets of drinking fountains for standing persons shall be 38 inches min. and 43 inches max. a.f.f. or ground.

2. Provide clear floor space for forward approach

3. Provide knee and toe clearances

CL CL

CL CL

NOTES REGARDING THE DRAWINGS

SHOWN ON ACCESIBILITY SHEETS

1. ALL DETAILS REFERENCED ON THIS

SHEET ARE TAKEN FROM THE 2023

FLORIDA ACCESSIBILTY CODE AND

APPLY TO ALL SHEETS, DRAWINGS AND

DETAILS WITHIN THESE

CONSTRUCTION DOCUMENTS,

WHETHER SPECIFICALLY NOTED OR

NOT.

2. ALL DETAILS SHOWN ON THIS SHEET

MAY NOT BE APPLICABLE TO ALL

PROJECTS.

3. CONTRACTOR TO FIELD VERIFY ALL

CONDITIONS, NEW AND EXISTING.

4. ANY AND ALL DISCREPANCIES AND/OR

QUESTIONS SHALL BE PRESENTED TO

THE ARCHITECT IN WRITING.

1' - 0" DIMENSION SHOWING

ENGLISH UNITS ABOVE THE

LINE (IN INCHES UNLESS

OTHERWISE SPECIFIED)

6 min DIMENSION FOR SMALL

MEASUREMENTS (IN INCHES

UNLESS OTHERWISE

SPECIFIED)

DIMENSION SHOWING A

RANGE WITH MINIMUM -

MAXIMUM (IN INCHES

UNLESS OTHERWISE

SPECIFIED)

33-36

MINIMUMMIN

MAXIMUMMAX

GREATER THAN>

LESS THAN<

GREATER THAN OR

EQUAL TO

LESS THAN OR EQUAL TO≤

DIRECTION OF TRAVEL

CL CENTERLINE

A WALL, FLOOR, CEILING OR

OTHER ELEMENT CUT IN

SECTION OR PLAN

A HIGHLIGHTED ELEMENT IN

ELEVATION OR PLAN

A HIGHLIGHTED ELEMENT IN

ELEVATION OR PLAN

CONVENTION DESCRIPTION

GRAPHIC KEY

01TOE CLEARANCE

02KNEE CLEARANCE

03VERTICAL CLEARANCE

04T-SHAPED TURNING SPACE

05UNOBSTRUCTIVE FORWARD REACH

06UNOBSTRUCTIVE SIDE REACH

08FORWARD REACH

09OBSTRUCTIVE SIDE REACH

10LIMITS OF PROTRUDING OBJECTS

07CLEAR WIDTH OF AN ACCESSIBLE ROUTE

11WATER CLOSET LOCATION

12CLEARANCE AT WC'S

13DRINKING FOUNTAIN REQUIREMENTS

14REAR WALL GRAB BAR @ WATER CLOSETS

15SEAT HEIGHT AT WC'S

16SIDEWALL GRAB BAR AT WC'S

17DISPENCSER OUTLET LOCATION

NOTES

ERIC KLEINSTEUBER

FL LICENSE # AR93580

839 N MAGNOLIA AVE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

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ACCESSIBILITY

DETAILS

2406.10

2025.01.17

G.010 01

# DATE DESCRIPTION

01 2025.01.30 PERMIT &

42 min m in

X < 48

42 min

X < 48

36 min 36 min m in

(a) 180 degree turn

(b) 180 degree turn (Exception)

(c) folding door

(a) hinged door

(b) sliding door

32 min

32 min

32 min m in

18 min

(a) front approach, pull side m in

(b) front approach, push side m in12 min

(c) front approach, push side, door provided with both closer and latch

36 min 6 m in

(d) hinge approach, pull side

42 min m in

(e) hinge approach, pull side m in

22 min

(f) hinge approach, push side

(g) hinge approach, push side, door provided with both closer and latch m in

22 min

24 min m in

(h) latch approach, pull side

(i) latch approach, pull side, door provided with closer m in 24 min

24 min m in

(j) latch approach, push side

(k) latch approach, push side, door provided with closer

24 min m in m in

(a) front approach

(b) side approach m in

22 min m in

(c) pocket or hinge approach

24 min m in

(d) stop or latch approach m in

18 min

X > 8

(a) pull side m in

(b) push side

X > 84 m in

12 min

(c) push side, door provided with both closer and latch

X > 8

48 min 48 min

(a) (b)

48 min

(c)

NOTES REGARDING THE DRAWINGS

SHOWN ON ACCESIBILITY SHEETS

1. ALL DETAILS REFERENCED ON THIS

SHEET ARE TAKEN FROM THE 2023

FLORIDA ACCESSIBILTY CODE AND

APPLY TO ALL SHEETS, DRAWINGS AND

DETAILS WITHIN THESE

CONSTRUCTION DOCUMENTS,

WHETHER SPECIFICALLY NOTED OR

NOT.

2. ALL DETAILS SHOWN ON THIS SHEET

MAY NOT BE APPLICABLE TO ALL

PROJECTS.

3. CONTRACTOR TO FIELD VERIFY ALL

CONDITIONS, NEW AND EXISTING.

4. ANY AND ALL DISCREPANCIES AND/OR

QUESTIONS SHALL BE PRESENTED TO

THE ARCHITECT IN WRITING.

1' - 0" DIMENSION SHOWING

ENGLISH UNITS ABOVE THE

LINE (IN INCHES UNLESS

OTHERWISE SPECIFIED)

6 min DIMENSION FOR SMALL

MEASUREMENTS (IN INCHES

UNLESS OTHERWISE

SPECIFIED)

DIMENSION SHOWING A

RANGE WITH MINIMUM -

MAXIMUM (IN INCHES

UNLESS OTHERWISE

SPECIFIED)

33-36

MINIMUMMIN

MAXIMUMMAX

GREATER THAN>

LESS THAN<

GREATER THAN OR

EQUAL TO

LESS THAN OR EQUAL TO≤

DIRECTION OF TRAVEL

CL CENTERLINE

A WALL, FLOOR, CEILING OR

OTHER ELEMENT CUT IN

SECTION OR PLAN

A HIGHLIGHTED ELEMENT IN

ELEVATION OR PLAN

A HIGHLIGHTED ELEMENT IN

ELEVATION OR PLAN

CONVENTION DESCRIPTION

GRAPHIC KEY

01MANUVERING CLEARENCES AT MANUAL SWINGING DOORS AND GATES

02MANUVERING CLEARENCES AT DOORWAYS W/O DOORS, SLIDING DOORS, & FOLDING DOORS

03MANUVERING CLEARENCES AT RECESSED DOORS AND GATES

06CLEAR WIDTH OF DOORWAYS

04DOORS IN SEQUENCE

05CLEAR WIDTH AT TURN

ERIC KLEINSTEUBER

FL LICENSE # AR93580

839 N MAGNOLIA AVE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

ISSUE

PROJECT #

DATE:

SHEET NUMBER ISSUE

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DETAILS

2406.10

2025.01.17

G.012 01

# DATE DESCRIPTION

01 2025.01.30 PERMIT &

NOTES

GENERAL NOTES FOR ALL PARTITION

TYPES:

1. KMF ARCHITECTS TYPICAL PARTITION

TYPES SHOWN. ALL PARTITIONS MAY

NOT OCCUR ON EVERY PROJECT.

REFER TO PLAN AND SECTION SHEETS.

2. NOT USED.

3. USE TILE BACKER BOARD BEHIND ALL

TILE WALLS AND CEILINGS.

4. GYPSUM FINISH

(UNLESS OTHERWISE NOTED)

LEVEL 5 TYP. @ ALL SPACES

LEVEL 4 TYP. @ STORAGE

SPACES

LEVEL 3 TYP. @ MECH. & ELEC.

SPACES

5. PAINT ONE COAT TINTED PRIMER, TWO

TOP COATS MINIMUM. SEE

SPECIFICATIONS.

6. ALL RATED PARTITIONS WITH

INTERSECTING CEILINGS AND

PARTITIONS IN OPEN STORAGE,

MECHANICAL, AND ELECTRICAL ROOMS

SHALL BE STENCILED PER CODE,

INCLUDING FIRE RATING, AND

PROTECT ALL OPENINGS.

M

IN

BASE

CEILING/HEAD

PLAN

UNDERSIDE OF STRUCTURE

BRACE TO STRUCTURE ABOVE @ 4' O.C.

STAGGER BRACES SIDE TO SIDE.

CEILING AS SCHEDULED

METAL RUNNER (20 GA. MIN.)

5/8" GYP. BD. EACH SIDE, FINISH AS

SCHEDULED.

BASE EACH SIDE AS SCHEDULED.

METAL RUNNER (20 GAUGE MIN.).

ANCHOR @ 24" O.C. MAX.

3 5/8" METAL STUDS (20 GA. MIN) AT 16"

O.C. MAX.

20 GA. DOUBLE STUDS @ ALL WALL

HUNG MILLWORK, CASE WORK, AND

EQUIPMENT.

A

BASE

CEILING

PLAN

UNDERSIDE OF STRUCTURE

FILL IN FLUTES WITH FIRE SAFING. APPLY

SEALANT EACH SIDE.

CEILING AS SCHEDULED

5/8" GYP. BD. EACH SIDE, FINISH AS

SCHEDULED.

BASE EACH SIDE AS SCHEDULED.

METAL RUNNER (20 GAUGE MIN.).

ANCHOR @ 24" O.C. MAX.

3 5/8" METAL STUDS (20 GA. MIN) AT 16"

O.C. MAX.

20 GA. DOUBLE STUDS @ ALL WALL

HUNG MILLWORK, CASE WORK, AND

EQUIPMENT.

B

HEAD

APPLY SAFING AT TOP OF GYPSUM BOARD.

METAL RUNNER (20 GAUGE MIN) ANCHOR @

24" O.C. MAX.

NON-RATED

NON-RATED W/ SOUND REDUCTION

M

IN

BASE

CEILING/HEAD

PLAN

UNDERSIDE OF STRUCTURE

BRACE TO STRUCTURE ABOVE @ 4' O.C.

STAGGER BRACES SIDE TO SIDE.

SOUND ATTENUATION BATTS

CEILING AS SCHEDULED

5/8" GYP. BD. EACH SIDE, FINISH AS

SCHEDULED.

BASE EACH SIDE AS SCHEDULED.

METAL RUNNER (20 GAUGE MIN.).

ANCHOR @ 24" O.C. MAX.

3 5/8" METAL STUDS (20 GA. MIN) AT 16"

O.C. MAX.

20 GA. DOUBLE STUDS @ ALL WALL

HUNG MILLWORK, CASE WORK, AND

EQUIPMENT.

C

NON-RATED (ACOUSTIC DAMPING)

2'-0" TYP.

2'-0" TYP.

METAL RUNNER (20 GA. MIN.)

3 1/2" SOUND ATTENUATION BATTS

BASE

CEILING

PLAN

UNDERSIDE OF STRUCTURE

CEILING AS SCHEDULED

5/8" GYP. BD. EACH SIDE, FINISH AS

SCHEDULED.

BASE EACH SIDE AS SCHEDULED.

METAL RUNNER (20 GAUGE MIN.).

ANCHOR @ 24" O.C. MAX.

3 5/8" METAL STUDS (20 GA. MIN) AT 16"

O.C. MAX.

20 GA. DOUBLE STUDS @ ALL WALL

HUNG MILLWORK, CASE WORK, AND

EQUIPMENT.

D

HEAD

CONTINUOUS SEALANT EACH SIDE

METAL RUNNER (20 GAUGE MIN) ANCHOR @

24" O.C. MAX.

NON-RATED

SOUND ATTENUATION BLANKET WHERE

SCHEDULED

CONTINUOUS SEALANT EACH SIDE

SOUND ATTENTUATION BLANKET WHERE

SCHEDULED.

BASE

CEILING

PLAN

UNDERSIDE OF STRUCTURE

FILL IN FLUTES WITH FIRE SAFING; APPLY

SMOKE SEALANT. (PER UL HEAD OF WALL

REQUIREMENT)

CEILING AS SCHEDULED

5/8" TYPE 'X' GYPSUM BOARD EACH SIDE OF

METAL STUDS

BASE EACH SIDE AS SCHEDULED.

METAL RUNNER (20 GAUGE MIN.).

ANCHOR @ 24" O.C. MAX.

3 5/8" METAL STUDS (20 GA. MIN) AT

16" O.C. MAX.

20 GA. DOUBLE STUDS @ ALL WALL

HUNG MILLWORK, CASE WORK, AND

EQUIPMENT.

E

HEAD EXTEND FIRE RATING TO UNDERSIDE OF

STRUCTURE.

METAL RUNNER (20 GAUGE MIN) ANCHOR @

24" O.C. MAX.

PARTITION TYPE 1-HR RATED (UL #U465)

SOUND ATTENUATION BATTS FULL

HEIGHT OF WALL

PROVIDE INSULATION BATTS CONTINUOUS TO

UNDERSIDE OF STRUCTURE ABOVE

NOTE: PROVIDE DEFLECTION CHANNEL WHERE REQUIRED.

BASE

CEILING

PLAN

UNDERSIDE OF STRUCTURE

FILL IN FLUTES WITH FIRE SAFING; APPLY

SMOKE SEALANT. (PER UL HEAD OF WALL

REQUIREMENT)

CEILING AS SCHEDULED

BASE EACH SIDE AS SCHEDULED.

METAL RUNNER (20 GAUGE MIN.).

ANCHOR @ 24" O.C. MAX.

3 5/8" 20 GAGE METAL STUDS AT 16" O.C.

DOUBLE STUDS @ ALL WALL HUNG

MILLWORK, CASE WORK, AND EQUIPMENT.

F

HEAD METAL RUNNER (20 GAUGE MIN) ANCHOR @

24" O.C. MAX.

PARTITION TYPE 2-HR RATED (UL #U411)

PROVIDE INSULATION BATTS CONTINUOUS TO

UNDERSIDE OF STRUCTURE ABOVE

NOTE: PROVIDE DEFLECTION CHANNEL WHERE REQUIRED.

2 LAYERS 5/8" TYPE 'X' GYPSUM BOARD

EACH SIDE OF METAL STUDS.

FIRE STOP SEALANT BOTH SIDES

3 5/8" MEATL STUDS (20 GA. MIN) @ CEILING

BASE

CEILING

PLAN

UNDERSIDE OF STRUCTURE

FILL IN FLUTES WITH FIRE SAFING; APPLY

SMOKE SEALANT. (PER UL HEAD OF WALL

REQUIREMENT)

CONT. HORIZONTAL STUD BRACING AT

CEILING HEIGHT (20 GA. MIN)

BASE EACH SIDE AS SCHEDULED.

METAL RUNNER (20 GAUGE MIN.).

ANCHOR @ 24" O.C. MAX.

SHEET METAL BLOCKING (12 GA. MIN) SIZED 2"

LARGER EACH DIRECTION THAN DIM. OF WALL

HUNG EQUIPMENT

G

HEAD

METAL RUNNER (20 GAUGE MIN) ANCHOR @

24" O.C. MAX.

51 STC RATED - RAL-TL-90-166 - SA 860620 - UL465

CEILING AS SCHEDULED

3 5/8" STEEL STUDS (20 GA. MIN.) @ 24 O.C.

CONT. ACOUSTICAL SEALANT

3 1/2" SOUND ATTENUATION FIRE BLANKET

(SAFB)

(THIS PARTITION IS NOT "FIRE RATED" FOR EGRESS)

20 GA. DOUBLE STUDS @ ALL WALL HUNG

MILLWORK, CASE WORK, AND EQUIPMENT.

SEAL PENETRATIONS AT MILLWORK.

5/8" TYPE C GYP. BOARD

3 1/2" BATT INSULATION, BOTH SIDES OF

PARTITION

M

IN

BASE

CEILING/HEAD

PLAN

UNDERSIDE OF STRUCTURE

BRACE TO STRUCTURE ABOVE @ 4' O.C.

STAGGER BRACES SIDE TO SIDE.

CEILING AS SCHEDULED

CONT. STEEL CHANNEL TRACK, (20 GA. MIN)

5/8" GYP. BD. EACH SIDE, FINISH AS

SCHEDULED.

BASE EACH SIDE AS SCHEDULED.

METAL RUNNER (20 GAUGE MIN.).

ANCHOR @ 24" O.C. MAX.

3 5/8" METAL STUDS (20 GA. MIN) AT

16" O.C. MAX.

DOUBLE STUDS AT ALL WALL HUNG MILLWORK,

TOILET PARTITIONS & ACEESSORIES, CASE

WORK, AND EQUIPMENT.

H

NOTE:

THIS PARTITION OFTEN OCCURS IN MIRRORED PAIRS, FORMING

PLUMBING CHASES OR ARCHITECTURAL ELEMENTS. SEE PLANS

FOR DIMENSIONS OF SEPERATION.

SHEET METAL BLOCKING (12 GA. MIN) SIZED 2"

LARGER EACH DIRECTION THAN DIM. OF WALL

HUNG EQUIPMENT

CONT. HORIZONTAL STUD BRACING AT

CEILING HEIGHT (20 GA. MIN)

BASE

CEILING

PLAN

UNDERSIDE OF STRUCTURE

FILL IN FLUTES WITH SOUND ATTENUATION

BLANKETS OR MINERAL WOOL

CONT. HORIZONTAL STUD BRACING AT

CEILING HEIGHT (20 GA. MIN)

BASE AS SCHEDULED.

METAL RUNNER (20 GAUGE MIN.).

ANCHOR @ 24" O.C. MAX.

SHEET METAL BLOCKING (12 GA. MIN) SIZED 2"

LARGER EACH DIRECTION THAN DIM. OF WALL

HUNG EQUIPMENT

J

HEAD

METAL RUNNER (20 GAUGE MIN) ANCHOR @

24" O.C. MAX.

CEILING AS SCHEDULED

3 5/8" STEEL STUDS (20 GA. MIN.) @ 16 O.C.

MAX. DOUBLE STUDS AT ALL WALL HUNG

MILLWORK, TOILET PARTITIONS &

ACCESSSORIES, CASE WORK & EQUIPMENT

SOUND ATTENUATION BATTS FULL HEIGHT OF

WALL

NOTE:

THIS PARTITION OFTEN OCCURS IN MIRRORED PAIRS, FORMING

PLUMBING CHASES OR ARCHITECTURAL ELEMENTS. SEE THE PLANS FOR

DIMENSIONS OF SEPARATION.

5/8" GYP. BOARD ONE SIDE, FINISH AS

SCHEDULED.

3 1/2" BATT INSULATION

BASE

CEILING

PLAN

UNDERSIDE OF STRUCTURE

FILL IN FLUTES WITH FIRE SAFING. APPLY

SEALANT EACH SIDE.

CEILING AS SCHEDULED

5/8" GYP. BD. EACH SIDE, FINISH AS

SCHEDULED.

BASE EACH SIDE AS SCHEDULED.

METAL RUNNER (20 GAUGE MIN.).

ANCHOR @ 24" O.C. MAX.

3 5/8" METAL STUDS (20 GA. MIN) AT 16"

O.C. MAX.

20 GA. DOUBLE STUDS @ ALL WALL

HUNG MILLWORK, CASE WORK, AND

EQUIPMENT.

K

HEAD

APPLY SAFING AT TOP OF GYPSUM BOARD.

METAL RUNNER (20 GAUGE MIN) ANCHOR @

24" O.C. MAX.

NON-RATED W/ SOUND REDUCTION

BPARTITION TYPE

N.T.S

CPARTITION TYPE

N.T.S

DPARTITION TYPE

N.T.S

FPARTITION TYPE

N.T.S

GPARTITION TYPE

N.T.S

HPARTITION TYPE

N.T.S

KPARTITION TYPE

N.T.S

APARTITION TYPE

N.T.S

EPARTITION TYPE

N.T.S

JPARTITION TYPE

N.T.S

ERIC KLEINSTEUBER

FL LICENSE # AR93580

839 N MAGNOLIA AVE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

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PROJECT #

DATE:

SHEET NUMBER ISSUE

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STANDARD

PARTITION TYPES

2406.10

2025.01.17

G.100 02

# DATE DESCRIPTION

01 2025.01.30 PERMIT &

CONSTRUCTION

02 2025.07.21 PROCUREMENT

REVIEW

- COMBINED OCCUPANT LOAD AT A GIVEN EXIT DOOR.

(OCCUPANCY LOAD IS NOT INCLUDED IN LOADS BEYOND

THIS ROOM)

(THE CAPACITY OF DOORS ARE DETERMINED AS

FOLLOWS: CLEAR OPENING WIDTH IN INCHES DIVIDED

BY 0.2 THE CAPACITY OF STAIRS ARE DETERMINED AS

FOLLOWS: WIDTH IN INCHES DIVIDED BY 0.3)

- COMBINED OCCUPANT LOAD AT A GIVEN DOOR OR STAIR

- TOTAL EXIT CAPACITY OF DOOR

(THE CAPACITY OF DOORS ARE DETERMINED AS

FOLLOWS: CLEAR OPENING WIDTH IN INCHES DIVIDED

BY 0.2)

- OCCUPANCY LOAD####

- TOTAL EXIT CAPACITY OF DOOR OR STAIR

- ACCESSORY USE AREA

SEE FLOOR PLAN AND PARTITION TYPES FOR

CONSTRUCTION

WALL SEPARATION LEGEND

1-HOUR RATED FIRE BARRIER

PD

60 MIN

- PANIC DEVICE

- DOOR FIRE RATING

(SUM OF THESE EQUALS TOTAL OCCUPANT LOAD)

HATCH PATTERN LEGEND

150 SF / PER OCC

15 SF / PER OCC

SYMBOL LEGEND

FE SURFACE-MOUNT FIRE EXTINGUISHER AND BRACKET

(SEE GENERAL NOTES)

FE R RECESSED FIRE EXTINGUISHER CABINET

(SEE GENERAL NOTES)

FE SR SEMI-RECESSED FIRE EXTINGUISHER CABINET

(SEE GENERAL NOTES)

V FE R RECESSED FIRE EXTINGUISHER / VALVE CABINET

(SEE GENERAL NOTES)

V FE SR SEMI-RECESSED FIRE EXTINGUISHER / VALVE CABINET

(SEE GENERAL NOTES)

EXIT LIGHT

EMERGENCY LIGHT FIXTURE

(WALL MOUNT)

RATED WALL LINES

AREA (SF)

AREA PER OCCUPANT

OCCUPANT

EGRESS WIDTH REQUIRED

XXX

XXX

XXX

XXX

GENERAL NOTES - LIFE SAFTEY PLAN

A. SEE CODE SUMMARY, SHEET G.000 FOR ADDITIONAL

INFORMATION NOT SHOWN ON THIS SHEET REGARDING

OCCUPANCY TYPE, OCCUPANT LOADS, ETC.

B. SEE WALL LEGEND, SHEET G.100, AND FLOOR PLANS FOR

WALL CONSTRUCTION TYPES AND RATED ASSEMBLIES

C. SEE ELECTRICAL POWER PLAN FOR LOCATION OF FIRE

ALARM PULL STATIONS, HORN STROBES AND EMERGENCY

LIGHTING

D. FIRE EXTINGUISHERS ARE TO BE 2-A:10-B:C PORTABLE FIRE

EXTINGUISHERS IN CABINETS AND SHALL COMPLY WITH

NFPA 10 REQUIREMENTS, SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

E. SEE ELECTRICAL DRAWINGS FOR LOCATION OF KNOCK BOX

EXISTING EXIT LIGHT

BUSINESS

GROUP A-2 / UNCONCENTRATED

2.6"

189 SF

CONFERENCE ROOM

T R

A V

E L D

IS

T

A N

C E

T R

A V

E L D

IS

T

A N

C E

T R

A V

E L D

IS

T

A N

C E

106'-0"

TRAVEL DISTANCE

T R

A V

E L D

IS

T

A N

C E

131 SF

CHIEF PLANNER OFFICE

0.2"

T R

A V

E L D

IS

T

A N

C E

F E

FE

ERIC KLEINSTEUBER

FL LICENSE # AR93580

839 N MAGNOLIA AVE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

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DATE:

SHEET NUMBER ISSUE

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LIFE SAFETY

PLAN

2406.10

2025.01.17

LS.001 02

AREA & OCCUPANCY SCHEDULE

OCCUPANCY AREA LOAD FACTOR NO. OCCUPANTS

BUSINESS 803 SF 150 6

GROUP A-2 /

UNCONCENTRATED

181 SF 15 13

Grand total: 5 984 SF 19

NOTES

1/8" = 1'-0" 01LIFE SAFETY PLAN

# DATE DESCRIPTION

01 2025.01.30 PERMIT &

CONSTRUCTION

02 2025.04.11 PERMIT

COMMENTS

4'0 8' 16'

AD.01

AD.02

AD.03

AD.04

AD.01

3' - 8"

AD.04

AD.05

GENERAL DEMOLITION NOTES

A. DEMOLITION GENERAL NOTES APPLY TO

ALL DEMOLITION SHEETS.

B. COORDINATE DEMOLITION AND PHASING

EFFORTS WITH ARCHITECT AND OWNER'S

REPRESENTATIVES. EVERY EFFORT

SHALL BE MADE TO MINIMIZE DISRUPTION

OF OWNER'S OPERATIONS AND TO

PROVIDE BUILDING USER'S SAFETY.

EXCESSIVE NOISE OR VIBRATION SHALL

BE PRE-APPROVED AND COORDINATED

WITH OWNER'S REPRESENTATIVE.

C. COORDINATE DISRUPTION OF UTILITY

SERVICES WITH OWNER AND AS

SPECIFIED.

D. CONSTRUCT TEMPORARY

CONSTRUCTION PARTITIONS WITHIN

EXISTING BUILDING WHICH OFFER A ONE-

HOUR ENCLOSURE TO ISOLATE

DEMOLITION AND CONSTRUCTION WORK

FROM GENERAL PUBLIC AND AS DEEMED

NECESSARY BY OWNER AND CODE

OFFICIAL HAVING JURISDICTION.

COORDINATE LOCATIONS WITH OWNER

AND MAINTAIN MEANS OF EGRESS

THROUGHOUT THE WORK.

E. MAINTAIN A SECURE ENCLOSURE.

F. VERIFY EXISTING CONDITIONS,

DIMENSIONS, AND ELEVATIONS AND

NOTIFY ARCHITECT OF DISCREPANCIES.

G. REMOVE EXISTING WALLS, DOORS,

MILLWORK, CEILINGS, SOFFITS,

MARKERBOARDS, ETC. IN THEIR

ENTIRETY AND AS REQUIRED TO

EXECUTE DEMOLITION AND

CONSTRUCTION WORK DESCRIBED ON

THE DRAWINGS.

H. THE OWNER SHALL RESERVE THE RIGHT

TO SALVAGE ANY MATERIALS.

I. PROVIDE PROTECTION FOR EXISTING

BUILDING MATERIALS AND EQUIPMENT

FROM DAMAGE DUE TO DEMOLITION OR

CONSTRUCTION-RELATED INCIDENT

PERFORMED UNDER THIS CONTRACT.

J. REPAIR OR REPLACE ITEMS DAMAGED AS

A RESULT OF DEMOLITION OR

CONSTRUCTION TO MATCH EXISTING

FINISH AND /OR CONDITION.

K. EXISTING MATERIALS SHALL NOT BE

REUSED UNLESS NOTED OTHERWISE OR

AS AUTHORIZED BY ARCHITECT.

L. VERIFY AND MAINTAIN LOCATION OF

EXISTING POWER, COMMUNICATION AND

DATA CABLES TO PREVENT

INTERRUPTION OF SERVICE.

M. PATCH FLOOR, WALL AND CEILING

PENETRATIONS RESULTING FROM

REMOVAL OR REROUTING OF NEW OR

EXISTING PIPING, DUCTWORK, CONDUIT,

ETC. AS REQUIRED TO MAINTAIN FIRE

SEPARATIONS. MATCH FINISH OF NEW

OR EXISTING ADJACENT SURFACES.

N. CAP DISCONNECTED MECHANICAL PIPING

LINES WITHIN WALL OR FLOOR. PATCH

AND FINISH AS REQUIRED TO MATCH NEW

OR EXISTING ADJACENT SURFACES.

O. SEE MECHANICAL AND ELECTRICAL

DRAWINGS AND NOTES FOR FURTHER

SEQUENCING AND SCOPE OF WORK.

P. WHERE PLASTER/STUD WALLS ARE

INDICATED TO BE REMOVED; PREPARE

ADJACENT WALLS TO RECEIVE NEW

PATCH/FINISH BY SAWCUTTING

ADJACENT PLASTER FINISH A MINIMUM

OF 12 INCHES BEYOND DEMOLITION.

DEMO KEYNOTES

REMOVE EXISTING CUBICLES

DEMOLISH EXISTING HALFWALL;

REPAIR FLOOR TO RECIEVE NEW

FLOORING; SAVE SWINGING DOOR

FOR REINSTALLATION

DEMOLISH PORTION OF WALL FOR

NEW OPEINING

DEMOLISH WALLS; PATCH AND

REPAIR ADJACENT WALLS TO

RECEIVE PAINT

REMOVE CHAIR RAIL, WAINSCOT,

AND BASE; PATCH AND REPAIR

WALLS TO RECIEVE PAINT

AD.01

AD.02

AD.03

AD.04

AD.05

ERIC KLEINSTEUBER

FL LICENSE # AR93580

839 N MAGNOLIA AVE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

ISSUE

PROJECT #

DATE:

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DEMOLITION

PLAN

2406.10

2025.01.17

AD.101 010 2' 4' 8'

# DATE DESCRIPTION

01 2025.01.30 PERMIT &

CONSTRUCTION

1/4" = 1'-0"

01DEMOLITION FLOOR PLAN NOTES

AD.02

AD.01

AD.01

AD.03

AD.02

AD.01

AD.01

AD.02

6' - 8 1/2"

10' - 1 1/2"

/2

GENERAL DEMOLITION NOTES

A. DEMOLITION GENERAL NOTES APPLY TO

ALL DEMOLITION SHEETS.

B. COORDINATE DEMOLITION AND PHASING

EFFORTS WITH ARCHITECT AND OWNER'S

REPRESENTATIVES. EVERY EFFORT

SHALL BE MADE TO MINIMIZE DISRUPTION

OF OWNER'S OPERATIONS AND TO

PROVIDE BUILDING USER'S SAFETY.

EXCESSIVE NOISE OR VIBRATION SHALL

BE PRE-APPROVED AND COORDINATED

WITH OWNER'S REPRESENTATIVE.

C. COORDINATE DISRUPTION OF UTILITY

SERVICES WITH OWNER AND AS

SPECIFIED.

D. CONSTRUCT TEMPORARY

CONSTRUCTION PARTITIONS WITHIN

EXISTING BUILDING WHICH OFFER A ONE-

HOUR ENCLOSURE TO ISOLATE

DEMOLITION AND CONSTRUCTION WORK

FROM GENERAL PUBLIC AND AS DEEMED

NECESSARY BY OWNER AND CODE

OFFICIAL HAVING JURISDICTION.

COORDINATE LOCATIONS WITH OWNER

AND MAINTAIN MEANS OF EGRESS

THROUGHOUT THE WORK.

E. MAINTAIN A SECURE ENCLOSURE.

F. VERIFY EXISTING CONDITIONS,

DIMENSIONS, AND ELEVATIONS AND

NOTIFY ARCHITECT OF DISCREPANCIES.

G. REMOVE EXISTING WALLS, DOORS,

MILLWORK, CEILINGS, SOFFITS,

MARKERBOARDS, ETC. IN THEIR

ENTIRETY AND AS REQUIRED TO

EXECUTE DEMOLITION AND

CONSTRUCTION WORK DESCRIBED ON

THE DRAWINGS.

H. THE OWNER SHALL RESERVE THE RIGHT

TO SALVAGE ANY MATERIALS.

I. PROVIDE PROTECTION FOR EXISTING

BUILDING MATERIALS AND EQUIPMENT

FROM DAMAGE DUE TO DEMOLITION OR

CONSTRUCTION-RELATED INCIDENT

PERFORMED UNDER THIS CONTRACT.

J. REPAIR OR REPLACE ITEMS DAMAGED AS

A RESULT OF DEMOLITION OR

CONSTRUCTION TO MATCH EXISTING

FINISH AND /OR CONDITION.

K. EXISTING MATERIALS SHALL NOT BE

REUSED UNLESS NOTED OTHERWISE OR

AS AUTHORIZED BY ARCHITECT.

L. VERIFY AND MAINTAIN LOCATION OF

EXISTING POWER, COMMUNICATION AND

DATA CABLES TO PREVENT

INTERRUPTION OF SERVICE.

M. PATCH FLOOR, WALL AND CEILING

PENETRATIONS RESULTING FROM

REMOVAL OR REROUTING OF NEW OR

EXISTING PIPING, DUCTWORK, CONDUIT,

ETC. AS REQUIRED TO MAINTAIN FIRE

SEPARATIONS. MATCH FINISH OF NEW

OR EXISTING ADJACENT SURFACES.

N. CAP DISCONNECTED MECHANICAL PIPING

LINES WITHIN WALL OR FLOOR. PATCH

AND FINISH AS REQUIRED TO MATCH NEW

OR EXISTING ADJACENT SURFACES.

O. SEE MECHANICAL AND ELECTRICAL

DRAWINGS AND NOTES FOR FURTHER

SEQUENCING AND SCOPE OF WORK.

P. WHERE PLASTER/STUD WALLS ARE

INDICATED TO BE REMOVED; PREPARE

ADJACENT WALLS TO RECEIVE NEW

PATCH/FINISH BY SAWCUTTING

ADJACENT PLASTER FINISH A MINIMUM

OF 12 INCHES BEYOND DEMOLITION.

DEMO RCP KEYNOTES

REMOVE EXISTING CAN AND

LINEAR LIGHTS

REMOVE EXISTING ACT GRID AND

TILES; REF MECH. AND FP

SHEETS FOR EQUIPMENT

DEMOLITION

DEMOLISH EXISITNG GYPSUM

SOFFIT; PATCH AND REPAIR

WALLS TO RECEIVE PAINT

AD.01

AD.02

AD.03

ERIC KLEINSTEUBER

FL LICENSE # AR93580

839 N MAGNOLIA AVE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

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DEMOLITION

REFLECTED

CEILING PLAN

2406.10

2025.01.17

AD.111 01

# DATE DESCRIPTION

01 2025.01.30 PERMIT &

CONSTRUCTION

1/4" = 1'-0"

01DEMOLITION REFLECTED CEILING PLAN0 2' 4' 8' NOTES

EXISTING CUBICLES TO REMAIN

3' - 8"

18' - 10 1/2"

9' - 7"

/2

[C L R

/2

[CLR]

3' - 1"

G

G

A A

A

G

G

A.401

B

351 SF

DRC

189 SF

CONFERENCE ROOM

131 SF

CHIEF PLANNER OFFICE

727 SF

ARBORIST & COMMERCIAL

REVIEW

222 SF

BREAKROOM & MAIL ROOM

1828 SF

GENERAL OFFICE

2' - 2"

A.101

13' - 0"

A

GENERAL NOTES

1. GENERAL NOTES APPLY TO ALL

DRAWINGS

2. ALL DIMENSIONS ARE ACTUAL AND ARE

TO FACE OF GYPSUM UNLESS NOTED

OTHERWISE.

3. GENERAL CONTRACTOR SHALL FURNISH

AND INSTALL 2" X 10" CONTINUOUS

WOOD BLOCKING IN STUD PARTITIONS

FOR ANCHORAGE OF WALL ATTACHED

ITEMS, INCLUDING BUT NOT LIMITED TO,

THE FOLLOWING: GRAB BARS, VANITY

UNITS, TOILET ACCESSORIES, WALL

CABINETS, AND WALL MOUNTED

FIXTURES, MARKER BOARDS, TACK

BOARDS.

4. GENERAL CONTRACTOR SHALL

COORDINATE ALL MECHANICAL CHASE

SIZES WITH MECHANICAL

SUBCONTRACTOR.

5. WALL OPENINGS FOR FIRE DAMPERS

SHALL BE FRAMED PER THE FIRE

DAMPER MANUFACTURER'S

RECOMMENDATIONS.

6. ELECTRICAL PLANS INDICATE THE

GENERAL DESIGN AND ARRANGEMENT

OF PIPES, CONDUIT, WIRING,

EQUIPMENT, SYSTEMS, ETC.

INFORMATION SHOWN IS

DIAGRAMMATIC IN CHARACTER AND

DOES NOT NECESSARILY INDICATE

EVERY REQUIRED OFFSET, FITTING AND

EXISTING CONDITION. LOCATION OF

THESE ITEMS MAY BE ADJUSTED

CONDITIONAL UPON THE SATISFACTORY

COMPLIANCE WITH ALL OTHER

REQUIREMENTS (SEE NOTES 14 AND 19).

7. SEE LS PLANS FOR FIRE EXTINGUISHER

(FE) AND FIRE EXTINGUISHER CABINET

(FEC) LOCATIONS.

8. THE GENERAL CONTRACTOR SHALL

COORDINATE CUT-OUTS FOR

CASEWORK, MILLWORK, OR OTHER

EQUIPMENT AS REQUIRED.

9. ALL ASPECTS OF THE WORK AND ITEMS

NOT SPECIFICALLY MENTIONED, BUT

WHICH ARE NECESSARY TO MAKE A

COMPLETE WORKING INSTALLATION,

SHALL BE INCLUDED, AND INDICATED IN

THE CONTRACTORS BID.

10. NO ASBESTOS OR PCB CONTAINING

MATERIALS SHALL BE USED ON THIS

PROJECT.

11. THE GENERAL CONTRACTOR AND ALL

SUBCONTRACTORS ARE RESPONSIBLE

FOR PROPER REMOVAL AND DISPOSAL

OF ALL DEBRIS GENERATED BY

CONSTRUCTION OF THIS PROJECT. THE

REMOVAL AND DISPOSAL OF ALL

CONSTRUCTION DEBRIS SHALL BE IN

FULL COMPLIANCE WITH ALL FEDERAL,

STATE AND LOCAL REGULATIONS. THE

PREMISES SHALL BE KEPT CLEAN AND

FREE FROM ALL WASTE MATERIALS.

12. GENERAL CONTRACTOR SHALL

PROTECT NEW CONSTRUCTION FROM

DAMAGE BY ALL TRADES. ALL SUCH

DAMAGE CAUSED BY THE CONTRACTOR

DURING THE COURSE OF THIS WORK

SHALL BE REPAIRED OR REPLACED AT

THE CONTRACTORS EXPENSE.

13. CONTRACTOR IS RESPONSIBLE FOR

FIELD VERIFICATION OF ALL

DIMENSIONS AND FIELD CONDITIONS

PRIOR TO ORDERING OR INSTALLING

MATERIALS OR EQUIPMENT.

14. ALL PIPING AND CONDUITS SHALL BE

CONCEALED WITHIN WALLS,

UNDERGROUND, ABOVE CEILINGS OR IN

ARCHITECT APPROVED UTILITY SPACES

IN ALL CASES UNLESS SPECIFICALLY

NOTED OTHERWISE ON THE DRAWINGS.

EXPOSED ITEMS MUST BE LOCATED IN

AREAS APPROVED BY THE ARCHITECT.

EXPOSED ITEMS SHALL BE INSTALLED

AND FINISHED TO PROVIDE MINIMAL

VISUAL IMPACT. ALL EXPOSED ITEMS

ARE TO BE PAINTED TO MATCH THE

ADJACENT SURFACES UNLESS

SCHEDULED FOR AN ACCENT COLOR.

15. PLAN SYMBOL INDICATES WALL

TYPE - SEE SHEET G.100 FOR

DESCRIPTION OF WALL TYPES

H

FLOOR PLAN KEYNOTES

NEW CUBICLES

HALF WALL FOR SWINGING

ACCESS DOOR

NEW GYP WALL

ALUMINUM PARTITION CLOSURE

W/ FACTORY APPLIED GASKET

W/ ADHESIVE ON BOTH SIDES

EXISTING STOREFRONT

ACOUSTICAL CAULK

BOTH ENDS

SOUND ATTENUATION

BLANKET INSULATION

BREAK METAL WALL CAP

ERIC KLEINSTEUBER

FL LICENSE # AR93580

839 N MAGNOLIA AVE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

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FLOOR PLAN

2406.10

2025.01.17

A.101 01

# DATE DESCRIPTION

01 2025.01.30 PERMIT &

CONSTRUCTION

1/4" = 1'-0" 01ENLARGED FLOOR PLAN0 2' 4' 8'

3" = 1'-0"

02STUD WALL TO GLAZING0 2" 4" 8" 1'

AFF

8' - 0"

351 SF

DRC

189 SF

CONFERENCE ROOM

222 SF

BREAKROOM & MAIL ROOM

131 SF

CHIEF PLANNER OFFICE

727 SF

ARBORIST & COMMERCIAL

REVIEW

AFF

8' - 0"

AFF

8' - 0"

AFF

8' - 0"

AFF

8' - 0"

RCP KEYNOTES

NEW LINEAR LIGHTS; MATCH

EXISTING

NEW ACT CEILING; MATCH

EXISTING GRID

MODIFY EXSITING GRID TO

ACCOMODATE NEW WALL

REFLECTED CEILING PLAN NOTES:

A. REFLECTED CEILING PLAN GENERAL

NOTES APPLY TO ALL REFLECTED

CEILING PLAN SHEETS.

B. ALL CEILING GRIDS/PANELS SHALL BE

CENTERED IN EACH ROOM UNLESS

NOTED OTHERWISE.

C. CEILING HEIGHTS ARE AS NOTED ON

THE REFLECTED CEILING PLAN UNLESS

NOTED OTHERWISE.

D. ALL ELECTRICAL FIXTURES, SPEAKERS,

SMOKE AND THERMAL DETECTORS,

MECHANICAL GRILLES, SPRINKLER

HEADS, ETC.. SHALL BE CENTERED

BETWEEN CEILING GRIDS UNLESS

NOTED OTHERWISE. SPRINKLER HEADS

SHALL BE WITHIN A 3" RADIUS

CENTERED BETWEEN CEILING GRIDS.

E. IN ACOUSTICAL CEILING PANELS WITH

SCORE IN THE CENTER, CENTER

DEVICES REFERENCED IN NOTED, IN

ONE HALF OF THE TILE. DO NOT

LOCATE ON THE SCORE. FOR APC WITH

MULTIPLE SCORED PATTERNS,

COORDINATE LOCATION WITH

ARCHITECT.

F. PROVIDE SUSPENSION SYSTEM

AROUND ELECTRICAL FIXTURES,

MECHANICAL GRILLES, DIFFUSERS, ETC.

AT ACOUSTICAL PANEL CEILINGS.

G. ALL DIMENSIONS ON REFLECTED

CEILING PLANS ARE ACTUAL AND ARE

TO THE FOLLOWING UNLESS NOTED

OTHERWISE:

a. FACE OF FINISHED WALL

H. ALL WALLS EXTEND TO UNDERSIDE OF

DECK EXCEPT THOSE SHOWN SHADED

IN WHICH GYPSUM BOARD OR

MASONRY EXTENDS MIN. 4" ABOVE

FINISHED CEILING. ALL METAL STUDS

EXTEND TO UNDERSIDE OF

STRUCTURE.

HANGAR WIRE

CROSS TEE BEYOND

ACT PANEL

PERIMETER CHANNEL SUSPENDED

W/ HANGAR WIRE

GYP WALL

ERIC KLEINSTEUBER

FL LICENSE # AR93580

839 N MAGNOLIA AVE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

ISSUE

PROJECT #

DATE:

SHEET NUMBER ISSUE

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REFLECTED

CEILING PLAN

2406.10

2025.01.17

A.111 01 1/4" = 1'-0"

01REFLECTED CEILING PLAN

# DATE DESCRIPTION

01 2025.01.30 PERMIT &

CONSTRUCTION

0 2' 4' 8'

0 2" 4" 8" 1'

3" = 1'-0"

02ACT CEILING TO WALL

A.401

A

B

C

D

A.401 04

A.401

7' - 6 1/2"

[CLR]

2' - 9 1/2"

/2

/2

2' - 2"

18' - 5 1/2"

3' - 1"

6' - 4"

7' - 1 1/2"

F.V.

2 EQ SPACES = 3'-11"

F.V.

2 EQ SPACES = 3'-11"

A.402

01____________

TYP.

2' - 0"

1' - 0"

18' - 5 1/2" EQ EQ

(2) 55" TELEVISIONS

CL

F.V.

2 EQ SPACES = 5'-11" 1' - 3"

1' - 3"

F.V.

2 EQ SPACES = 5'-11"

A.402

02____________

TYP.

A.402

01____________

TYP.

F.V.

3 EQ SPACES = 7'-3"

F.V.

3 EQ SPACES = 7'-3"1' - 7 1/2" 1' - 7 1/2"

1' - 7 1/2" 1' - 7 1/2"

A.402

01____________

A.402

02____________

TYP. TYP.

FILLER PANELS,

EACH SIDE

GENERAL NOTES

1. GENERAL NOTES APPLY TO ALL

DRAWINGS

2. ALL DIMENSIONS ARE ACTUAL AND ARE

TO FACE OF GYPSUM UNLESS NOTED

OTHERWISE.

3. GENERAL CONTRACTOR SHALL FURNISH

AND INSTALL 2" X 10" CONTINUOUS

WOOD BLOCKING IN STUD PARTITIONS

FOR ANCHORAGE OF WALL ATTACHED

ITEMS, INCLUDING BUT NOT LIMITED TO,

THE FOLLOWING: GRAB BARS, VANITY

UNITS, TOILET ACCESSORIES, WALL

CABINETS, AND WALL MOUNTED

FIXTURES, MARKER BOARDS, TACK

BOARDS.

4. GENERAL CONTRACTOR SHALL

COORDINATE ALL MECHANICAL CHASE

SIZES WITH MECHANICAL

SUBCONTRACTOR.

5. WALL OPENINGS FOR FIRE DAMPERS

SHALL BE FRAMED PER THE FIRE

DAMPER MANUFACTURER'S

RECOMMENDATIONS.

6. ELECTRICAL PLANS INDICATE THE

GENERAL DESIGN AND ARRANGEMENT

OF PIPES, CONDUIT, WIRING,

EQUIPMENT, SYSTEMS, ETC.

INFORMATION SHOWN IS

DIAGRAMMATIC IN CHARACTER AND

DOES NOT NECESSARILY INDICATE

EVERY REQUIRED OFFSET, FITTING AND

EXISTING CONDITION. LOCATION OF

THESE ITEMS MAY BE ADJUSTED

CONDITIONAL UPON THE SATISFACTORY

COMPLIANCE WITH ALL OTHER

REQUIREMENTS (SEE NOTES 14 AND 19).

7. SEE LS PLANS FOR FIRE EXTINGUISHER

(FE) AND FIRE EXTINGUISHER CABINET

(FEC) LOCATIONS.

8. THE GENERAL CONTRACTOR SHALL

COORDINATE CUT-OUTS FOR

CASEWORK, MILLWORK, OR OTHER

EQUIPMENT AS REQUIRED.

9. ALL ASPECTS OF THE WORK AND ITEMS

NOT SPECIFICALLY MENTIONED, BUT

WHICH ARE NECESSARY TO MAKE A

COMPLETE WORKING INSTALLATION,

SHALL BE INCLUDED, AND INDICATED IN

THE CONTRACTORS BID.

10. NO ASBESTOS OR PCB CONTAINING

MATERIALS SHALL BE USED ON THIS

PROJECT.

11. THE GENERAL CONTRACTOR AND ALL

SUBCONTRACTORS ARE RESPONSIBLE

FOR PROPER REMOVAL AND DISPOSAL

OF ALL DEBRIS GENERATED BY

CONSTRUCTION OF THIS PROJECT. THE

REMOVAL AND DISPOSAL OF ALL

CONSTRUCTION DEBRIS SHALL BE IN

FULL COMPLIANCE WITH ALL FEDERAL,

STATE AND LOCAL REGULATIONS. THE

PREMISES SHALL BE KEPT CLEAN AND

FREE FROM ALL WASTE MATERIALS.

12. GENERAL CONTRACTOR SHALL

PROTECT NEW CONSTRUCTION FROM

DAMAGE BY ALL TRADES. ALL SUCH

DAMAGE CAUSED BY THE CONTRACTOR

DURING THE COURSE OF THIS WORK

SHALL BE REPAIRED OR REPLACED AT

THE CONTRACTORS EXPENSE.

13. CONTRACTOR IS RESPONSIBLE FOR

FIELD VERIFICATION OF ALL

DIMENSIONS AND FIELD CONDITIONS

PRIOR TO ORDERING OR INSTALLING

MATERIALS OR EQUIPMENT.

14. ALL PIPING AND CONDUITS SHALL BE

CONCEALED WITHIN WALLS,

UNDERGROUND, ABOVE CEILINGS OR IN

ARCHITECT APPROVED UTILITY SPACES

IN ALL CASES UNLESS SPECIFICALLY

NOTED OTHERWISE ON THE DRAWINGS.

EXPOSED ITEMS MUST BE LOCATED IN

AREAS APPROVED BY THE ARCHITECT.

EXPOSED ITEMS SHALL BE INSTALLED

AND FINISHED TO PROVIDE MINIMAL

VISUAL IMPACT. ALL EXPOSED ITEMS

ARE TO BE PAINTED TO MATCH THE

ADJACENT SURFACES UNLESS

SCHEDULED FOR AN ACCENT COLOR.

15. PLAN SYMBOL INDICATES WALL

TYPE - SEE SHEET G.100 FOR

DESCRIPTION OF WALL TYPES

H

ERIC KLEINSTEUBER

FL LICENSE # AR93580

839 N MAGNOLIA AVE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

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DATE:

SHEET NUMBER ISSUE

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ENLARGED

PLANS AND

ELEVATIONS

2406.10

2025.01.17

A.401 01 1/2" = 1'-0"

01ENLARGED CONFERENCE ROOM PLAN

# DATE DESCRIPTION

01 2025.01.30 PERMIT &

CONSTRUCTION

1/2" = 1'-0"

02CONFERENCE ROOM ELEVATIONS

1/2" = 1'-0"

03BREAKROOM AND MAIL ROOM ELEVATION

1/2" = 1'-0"

04HALLWAY STORAGE ELEVATIONS

A B

C D

NOTES0 1' 2' 4'0 1' 2' 4'

0 1' 2' 4'

0 1' 2' 4'

LAMINATE FACED 3/4"

PLYWOOD CABINET

FRONT, WITH 2MM

ABS EDGE BANDING,

S2

SOLID SURFACE

COUNTER TOP, S1

LAMINATE FACED 3/4"

PLYWOOD CABINET

FRONT, WITH 2MM

ABS EDGE BANDING,

S2

2' - 0"

1' - 0"

/2

/2

LAMINATE FACED

PLYWOOD ADJUSTABLE

SHELVES WITH 2MM ABS

EDGE BANDING, S2

NEW HARDWARE,

SEE SPECS.

LAMINATE FACED

3/4" PLYWOOD

CABINET FRONT,

WITH 2MM ABS

EDGE BANDING, S2

/2

" ALL DRAWERS AND

CABINETS SHOULD HAVE

THE ABILITY TO LOCK

SOLID SURFACE

COUNTER TOP, S1

2' - 0"

LAMINATE FACED 3/4"

PLYWOOD CABINET

FRONT, WITH 2MM

ABS EDGE BANDING,

S2

LAMINATE FACED

PLYWOOD ADJUSTABLE

SHELVES WITH 2MM ABS

EDGE BANDING, S2

ALL DRAWERS AND

CABINETS SHOULD HAVE

THE ABILITY TO LOCK

SOLID SURFACE

COUNTER TOP, S1

2' - 0"

LAMINATE FACED 3/4"

PLYWOOD CABINET

FRONT, WITH 2MM

ABS EDGE BANDING,

S2

ALL DRAWERS

SHOULD HAVE THE

ABILITY TO LOCK

2' - 0"

1' - 0"

LAMINATE FACED 3/4"

PLYWOOD CABINET

FRONT, WITH 2MM

ABS EDGE BANDING,

S2

SOLID SURFACE

COUNTER TOP, S1

LAMINATE FACED 3/4"

PLYWOOD CABINET

FRONT, WITH 2MM

ABS EDGE BANDING,

S2

NEW HARDWARE,

SEE SPECS.

LAMINATE FACED

3/4" PLYWOOD

CABINET FRONT,

WITH 2MM ABS

EDGE BANDING, S2

/2

ALL DRAWERS AND

CABINETS SHOULD HAVE

THE ABILITY TO LOCK

A. CASEWORK AND MILLWORK GENERAL

NOTES APPLY TO ALL CASEWORK AND

MILLWORK SHEETS.

B. ELEVATIONS DENOTED AS MILLWORK ARE

SPECIFIED UNDER DIVISION 06. OTHERS

CONSIDERED CASEWORK SPECIFIED

UNDER DIVISION 12, UNLESS NOTED

OTHERWISE.

C. BASE AND TALL STORAGE CABINETS: 24

INCHES DEEP, UNLESS NOTED

OTHERWISE.

D. WALL CABINETS: 14 INCHES DEEP,

UNLESS NOTED OTHERWISE.

E. TALL STORAGE UNITS TO BE 24 INCHES

DEEP, UNLESS NOTED OTHERWISE.

F. PROVIDE ADJUSTABLE SHELVING IN

CASEWORK, UNLESS NOTED OTHERWISE.

G. WHERE ELECTRICAL DEVICES ARE

LOCATED IN CASEWORK, CASEWORK

CONTRACTOR SHALL PROVIDE FINISHED

OPENINGS. COORDINATE LOCATION AND

QUANTITY WITH ELECTRICAL

CONTRACTOR.

H. PROVIDE JOINT SEALANT AT PERIMETER

JOINTS WHERE COUNTERTOPS, BACK

AND SIDE SPLASHES, CASEWORK, AND

MILLWORK ABUT WALLS.

I. FIELD VERIFY DIMENSIONS OF CABINET

LOCATIONS IN BUILDING PRIOR TO

FABRICATION.

J. PROVIDE LOCKS AT DOORS AND

DRAWERS.

K. PROVIDE FINISHED ENDS AT ALL

EXPOSED ENDS OF CASEWORK AND

MILLWORK; S2

L. ALL EXPOSED SURFACES IN OPEN

SHELVING SHALL BE PLASTIC LAMINATE

COVERED.

CASEWORK AND MILLWORK -

GENERAL NOTES

ERIC KLEINSTEUBER

FL LICENSE # AR93580

839 N MAGNOLIA AVE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

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PROJECT #

DATE:

SHEET NUMBER ISSUE

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MILLWORK

SECTIONS

2406.10

2025.01.17

A.402 01

# DATE DESCRIPTION

01 2025.01.30 PERMIT &

CONSTRUCTION

1 1/2" = 1'-0"

01CABINET SECTION

1 1/2" = 1'-0"

03BASE CABINET

1 1/2" = 1'-0"

04BASE CABINET - 4 DRAWER

1 1/2" = 1'-0"

02CABINET SECTION - 4 DRAWER

NOTES

05NOT USED

0 1' 2'0 1' 2'

0 1' 2'

0 1' 2'

3"

SEE SCHEDULE

S E

E S

C H

E D

U L E

TYPE A TYPE B

SEE SCHEDULE

S E

E S

C H

E D

U L E

S E

E S

C H

E D

U L E

TYPE A

SEE SCHEDULE

S E

E S

C H

E D

U L E

TYPE B

SEE SCHEDULE

CONTINUOUS BREAK METAL

ALUMINUM FINISH TO MATCH

FRAME

DOOR AS SCHEDULED

DOOR FRAME SYSTEM

CONTINUOUS BACKER ROD AND

SEALANT, MARRY WITH VERTICAL

SEAL

SHIM AS REQUIRED

REFERENCE WALL TYPE

/4

DOOR AS SCHEDULED

DOOR JAMB

SEALANT AND BACKER ROD

SEALANT AND BACKER ROD

SHIM AS REQUIRED

CONTINUOUS BREAK METAL

ALUMINUM FINISH TO MATCH

MODULAR WALL FRAME

3/4"

REFERENCE WALL TYPE

20 GA METAL RUNNER OR

HEADER, DEMINSIONS TO

MATCH WALL TYPE.

4' - 0"

A F

F

3' - 2"

A B

A.601

A.601

A.601

A.601

A.601

A.601

DOOR AND WINDOW FRAME SCHEDULE

GENERAL NOTES

A. GLASS TYPES FOR DOORS ARE

INDICATED IN NOTES COLUMNS OF

DOOR AND FRAME SCHEDULE OR IN

SPECIFICATIONS. GLASS TYPES FOR

FRAMES ARE INDICATED ON FRAME

ELEVATIONS OR IN SPECIFICATIONS.

B. SEE SPECIFICATIONS 087100 HARDWARE

FOR HARDWARE SET NOTED IN DOOR

SCHEDULE.

ALUMINUM

STOREFRONT WINDOW

SYSTEM

WINDOW GLAZING

CONTINUOUS SEALANT

AND BACKER ROD

CONCRETE SLAB

FLOOR AS SCHEDULED

SHIM AS REQUIRED

CONTINUOUS BREAK METAL

ALUMINUM FINISH TO MATCH

STOREFRONT FRAME

GLAZING, SEE SPECIFICATIONS

ALUMINUM STOREFRONT SYSTEM

CONTINUOUS BACKER ROD AND

SEALANT, MARRY WITH VERTICAL

SEAL

SHIM AS REQUIRED

20 GA METAL RUNNER OR HEADER,

DEMINSIONS TO MATCH WALL TYPE.

REFERENCE STRUCTURAL DRAWINGS

REFERENCE WALL TYPE

/4

ERIC KLEINSTEUBER

FL LICENSE # AR93580

839 N MAGNOLIA AVE

ORLANDO, FL 32803

#AR93580

KMFARCHITECTS.COM

407.298.1988

ISSUE

PROJECT #

DATE:

SHEET NUMBER ISSUE

P A

R C

E L I

-2

-2

-8

-1

-0

O R

A N

G E

C O

U N

T Y

A D

M

IN

IS

T

R A

T

IO

N

S R o s a lin d A v e

O rl a n d o F

L

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A R

B O

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A

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DOOR AND

WINDOW

SCHEDULES

2406.10

2025.01.17

A.601 01

# DATE DESCRIPTION

01 2025.01.30 PERMIT &

CONSTRUCTION

1/4" = 1'-0"

03DOOR FRAMES

1/4" = 1'-0"

02DOOR TYPE

01DOOR SCHEDULE

3" = 1'-0"

04DOOR HEAD DETAIL

3" = 1'-0"

05DOOR JAMB @ PARTITION

DOOR AND FRAME SCHEDULE

DOOR NUMBER LOCATION

F

IR

E R

A T

IN

G

M

IN

SIZE DOOR FRAME DETAILS

H A

R D

W A

R E

S E

T

ABBREVIATIONS

WIDTH HEIGHT

N O

O

F P

A N

E L S

M A

T E

R

IA

L

D O

O R

T Y

P E

G L A

S S

T Y

P E

D O

O R

F

IN

IS

H

M A

T E

R

IA

L

F R

A M

E T

Y P

E

F

IN

IS

H

H E

A D

J A

M B

S

IL

L

AL ALUMINUM

AN ANODIZED

HM HOLLOW METAL

PT PAINT

ST STAIN

TG TEMPER GLAZING

WD WOOD

MT METAL

CG CERAMIC GLAZING

REMARKS

102 CHIEF PLANNER OFFICE 3' - 0" 7' - 0" 1 WD A - WD WD MT PT 04/A.601 05/A.601 - 1

105 DRC 3' - 0" 7' - 0" 1 WD A - WD WD MT PT 04/A.601 05/A.601 - 2

106 GENERAL OFFICE 3' - 4" 4' - 0" 1 WD B - WD WD - - - - - -

06WINDOW LEGEND

3" = 1'-0"

07SILL @ CONCRETE SLAB

3" = 1'-0"

08JAMB @ STUD WALL

NOTES

HARDWARE SET 1*:

(1) SCHLANGE L9050P - ENTRANCE/OFFICE 12 LEVEL MORTISE LOCK

(4) IVES 5BB1 26D 4 1/2" x 4 1/2" FULL MORTISE HINGES

HARDWARE SET 2*:

(1) VON DUPRIN 98/99 SERIES PUSH PAD

(1) LCN 4040XP Rw/PA HEAVY DUTY SURFACE MOUNTED DOOR CLOSER

(4) IVES 5BB1 26D 4 1/2" x 4 1/2" FULL MORTISE HINGES

(1) IVES 8400 6" PROTECTION PLATE

* OR APPROVED EQUALS; REFERENCE SPEC SECTION 087100

0 2' 4' 8'

0 2' 4' 8'

0 2" 4" 8" 1'

0 2" 4" 8" 1'

0 2" 4" 8" 1'

0 2" 4" 8" 1'

09NOT USED

F2 W1 -

B1

F1 W1 -

B1

F2 W1 -

B1

F1 W1

B1

F1 W1 -

B1

189 SF

CONFERENCE ROOM

222 SF

BREAKROOM & MAIL ROOM

351 SF

DRC

727 SF

ARBORIST & COMMERCIAL

REVIEW

131 SF

CHIEF PLANNER OFFICE

1828 SF

GENERAL OFFICE

FLOORING AND BASE ARE EXISTING TO REMAIN.

WALLS TO BE PAINTED "W1"

INTERIOR FINISH PLAN GENERAL NOTES

A. INTERIOR PLAN GENERAL NOTES APPLY

TO ALL INTERIORFINISH PLAN SHEETS.

B. FOR FLOOR TILE PRODUCTS, ADJUST

LAYOUT AS NECESSARY TO AVOID USING

CUT WIDTHS THAT EQUAL LESS THAN

ONE-HALF OF A TILE AT ROOM

PERIMETER.

X X X

X X X

FLOOR FINISH

WALL FINISH

CEILING FINISH

REMARK

TRIM FINISH

BASE FINISH

FINISHES LEGEND:

FINISH TAG FORMAT

ROOM FINISH SCHEDULE GENERAL NOTES

A. ROOM FINISH SCHEDULE GENERAL

NOTES APPLY TO ALLROOM FINISH

SCHEDULE SHEETS.

B. SEE SPECIFICATIONS FOR PAINTING OF

ITEMS NOT NOTED IN THE ROOM FINISH

SCHEDULE.

C. EXPOSED CONCRETE FLOOR SLABS NOT

SCHEDULED TO RECEIVE A FINISH SHALL

RECEIVE A CURING AND SEALING

COMPOUND UNLESS OTHERWISE NOTED.

D. ALL GYPSUM WALLBOARD BULKHEADS

SHALL BE PAINTED P-? UNLESS

OTHERWISE NOTED.

E. CEILING HEIGHTS, AS NOTED ON THE

REFLECTED CEILING, PLANS ARE

MEASURED FROM THE FINISH FLOOR OF

THE ROOM.

F. CONTRACTOR SHALL FURNISH AND

INSTALL WALL BASE AROUND

CASEWORK AND MILLWORK.

G. WHERE FLOOR FINISH CHANGES FROM

ONE ROOM TO ANOTHER, SET JOINT OF

THE MATERIALS AT THE CENTER OF THE

COMMUNICATING DOOR.

"TI…