Y26-705_Drawings.pdf
PDF 18 MB Posted
- Solicitation number
- Y26-705
- Issued by
- Orange County, Orlando City, Florida
About this file
This document is a comprehensive architectural and engineering design set for the Orange County Administration Zoning Division Arborist Office Modification project located at 201 S. Rosalind Ave in Orlando, Florida. The project involves reconfiguring office cubicles to accommodate future growth and enlarging the conference room within the existing facility. The renovation will modify approximately 984 square feet of office space, with work spanning multiple disciplines including architectural, mechanical, electrical, fire protection, and interior design. The project is designed to comply with the 2023 Florida Building Code, Fire Prevention Code, and accessibility standards.
The design documents detail a comprehensive renovation that includes demolition of existing cubicles and partial walls, installation of new partitions, replacement of lighting and electrical systems, modification of mechanical air distribution, and updates to finishes including flooring, wall treatments, and millwork. The project team includes KMF Architects as the primary design firm, with SGM Engineering providing mechanical, electrical, and fire protection engineering services. The estimated project timeline indicates permit and construction phases starting in January 2025, with procurement review completed in July 2025. The renovation aims to improve workspace efficiency and functionality for the Orange County Zoning Division Arborist Office while maintaining compliance with current building and safety codes.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
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
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
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
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
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
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
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
ACCESSIBILITY
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
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
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
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
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
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
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:
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 li n 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
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
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 li n 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
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
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
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
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
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 li n 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
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
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
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
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
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 li n 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
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
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
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…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .