Drawings.pdf
PDF 6 MB Posted
- Attached to
- Public Works Building 2 Interior Renewal
- Solicitation number
- Y25-794
- Issued by
- Orange County, Orlando City, Florida
About this file
Public Works Building 2 Interior Renewal - Construction Drawings Summary
This is a set of 100% Construction Documents prepared by Architectural Design Collaborative for Orange County, Florida's Public Works Building 2 Interior Renewal project (Contract No. Y25-794). The project encompasses comprehensive interior finish upgrades throughout Building 2, including restroom plumbing fixture and finish replacements, break room renovations with new millwork and appliances, and minimal structural modifications classified as a Level II alteration. The scope involves removal of existing flooring, wall coverings, tile, fixtures, and accessories, followed by installation of new finishes, plumbing fixtures, wall tile, restroom accessories, and built-in millwork. The project occupies approximately 22,020 square feet of usable space and must achieve substantial completion within 150 consecutive calendar days and final completion within 180 consecutive calendar days from Notice to Proceed. Work is scheduled for performance between 8:00 pm and 5:00 am, Monday through Friday. Construction documents include demolition plans, floor plans, finish schedules, detailed interior elevations for restrooms and break room areas, plumbing fixture schedules, and accessibility compliance details consistent with Florida Building Code 2023 and ADA standards. The pre-bid meeting and site visit were scheduled for September 4, 2025, with timely questions due by September 15, 2025, at 4:00 pm EST.
The estimated project cost is $550,000, with sealed bids accepted electronically through the OpenGov e-Procurement Platform until December 9, 2025, at 4:00 pm EST. Bidders must submit comprehensive documentation including references, licensing, workforce demographics, and various certifications, with bid bonds or alternative surety required for offers exceeding $100,000. The contract will be awarded to the lowest responsive and responsible bidder, with payment terms including monthly progress payments and 5% retainage. Work must comply with current NFPA requirements, Florida Building Code provisions for existing buildings, and accessibility standards. Funding is subject to availability from Orange County and potentially other sources. The project emphasizes local workforce development and equal employment opportunity compliance, including anti-human trafficking regulations. Mechanical, electrical, and plumbing engineering services are provided by SGM Engineering, with design coordination ensuring fire-rated construction integrity, utility service management, and ADA barrier-free accessibility throughout the interior spaces.
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PUBLIC WORKS COMPLEX
ORANGE COUNTY, FLORIDA
BUILDING 2 INTERIORS REFRESH
ARCHITECTURAL DESIGN
COLLABORATIVE
ARCHITECT
945 N. PENNSYLVANIA AVENUE
WINTER PARK, FLORIDA 32789
(407) 629-1188
CONTACT: JANICE PEREZ
ORANGE COUNTY MAYOR
HONORABLE JERRY L. DEMINGS
COMMISSIONER DISTRICT 1
NICOLE H. WILSON
COMMISSIONER DISTRICT 2
CHRISTINE MOORE
COMMISSIONER DISTRICT 3
MAYRA URIBE
COMMISSIONER DISTRICT 4
MARIBEL GOMEZ CORDERO
COMMISSIONER DISTRICT 5
EMILY BONILLA
COMMISSIONER DISTRICT 6
MICHAEL SCOTT
SGM ENGINEERING
MEP ENGINEER
935 LAKE BALDWIN LANE
ORLANDO, FL 32814
(407)767-5188
CONTACT: CHAD ROBINSON
OWNER
ORANGE COUNTY PUBLIC WORKS
CONTACT: KATRINA R. BUTLER,
PROJECT MANAGER
407-836-0024
N.T.S.
LOCATION MAP
ORANGE COUNTY,
PUBLIC WORKS
A00.00
INDEX & PROJECT INFORMATION
NTS
LIFE SAFETY SUMMARY SCOPE
Consultant ● Seal/Signature
Sheet Title:
Project Number
Scale
File Name
Drawn By
Checked ByAR
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X:\dwgs\24054 OC Public Works Bldg 2 Refresh\CAD\03 CD100_10.29.2024\ 24054 A00.00 PROJ INFO & INDEX.dwg
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Client Information
ADCARCHITECTURAL DESIGN COLLABORATIVE
Architect ● Seal/Signature
Issue
Project Documents for:
Date & Issue Description
Project:
Checked ByDrawn By
945 N. PENNSYLVANIA AVENUE
WINTER PARK, FLORIDA 32789
OFFICE: (407) 629-1188
FAX: (407) 388-1220
WWW. ADCINTERNATIONAL.NET
STATE OF FLORIDA
PUBLIC WORKS COMPLEX
BUILDING 2
ORANGE COUNTY CAPITAL PROJECTS DIVISION
400 E SOUTH STREET 5th FLOOR
ORLANDO, FL 32801
ORANGE COUNTY, FL
JOSE F. PEREZ, RA AR-103197
24054 10/29/2024
100% CONSTRUCTION DRAWINGS
RL
JP
60% CD SET JPRL07.16.2024
90% CD SET JPRL09.25.2024
100% CD SET JPRL10.29.2024
16 ALL LIGHTING FIXTURES, RECEPTACLES, SWITCHES, WIRING DEVICES, SPECIAL OUTLETS, TELEPHONE CABLES, TV CABLES, MISCELLANEOUS SYSTEM WIRING, POWER CONDUCTORS, CONDUITS, ELECTRICAL BOXES, RACEWAYS AND ANY OTHER ELECTRICAL SYSTEM COMPONENTS LOCATED IN THE AREAS SHOWN AS BEING DEMOLISHED OR NOT USED AFTER WORK IS COMPLETED SHALL BE REMOVED UNLESS OTHERWISE NOTED AS EXISTING TO REMAIN OR BE RELOCATED. CONDUITS RUNNING IN SLAB AT FINISHED AREAS SHALL BE CUT FLUSH, PLUGGED AND ABANDONED AFTER CONDUCTORS ARE REMOVED. NO WIRING SHALL BE LEFT ABANDONED AFTER WORK IS
COMPLETED.
15 WHERE DEMOLITION WORK REQUIRES TEMPORARY INTERRUPTION OF ELECTRICAL, TELEPHONE, TV, ALARM OR COMMUNICATION SERVICES, RESPECTIVE UTILITIES AND/OR COMPANY REPRESENTATIVES SHALL BE NOTIFIED AS NECESSARY, AND ALL WORK DONE SHALL BE UNDER SUPERVISION AND THEIR ESTABLISHED STANDARDS.
14 INTERRUPTION OF EXISTING SERVICES AND/OR OPERATION OF FACILITIES SHALL BE KEPT TO A MINIMUM.
CONTRACTOR SHALL FURNISH ALL MATERIALS REQUIRED WHENEVER TEMPORARY CONNECTIONS ARE NECESSARY TO MAINTAIN CONTINUITY OF SERVICE. INTERRUPTION OF EXISTING SERVICES, THE INSTALLATION OF TEMPORARY FACILITIES, AND THE WORK OF MAKING FINAL CONNECTIONS TO THE NEW WORK SHALL BE DONE ONLY AT SUCH TIMES PERMITTED AND SCHEDULED IN ADVANCE BY THE ARCHITECT/OWNER WITHOUT ADDITIONAL COST. CARE MUST BE USED IN REMOVING SERVICES TO AREAS BEING DEMOLISHED SO THAT SERVICES TO OTHER AREAS WHICH MIGHT BE SERVED THROUGH THESE AREAS WILL NOT BE INTERRUPTED.
13 WHERE EXISTING WORK IS DAMAGED IN THE EXECUTION OF THIS CONTRACT, OR WHERE OPENINGS ARE LEFT DUE TO THE REMOVAL OF PIPES, EQUIPMENT OR APPARATUS, THE SAME SHALL BE REPAIRED OR CLOSED TO CORRESPOND IN MATERIAL, QUALITY, SHAPE AND FINISH WITH THAT OF SIMILAR AND ADJOINING WORK, UNLESS OTHERWISE CALLED FOR. WHERE DAMAGE IS IRREPARABLE, NEW ITEMS OR EQUIPMENT SHALL BE PROVIDED.
CONTRACTOR SHALL PROVIDE ALL NECESSARY WATERPROOFING, FIRE STOPPING AND SEALING OF
PENETRATIONS LEFT FROM REMOVED EQUIPMENT OR PRODUCED BY THIS WORK.
12 WHERE EXISTING WALLS, CEILINGS, AND FIXTURES HAVE BEEN REMOVED, AREAS SHALL BE PATCHED TO MATCH EXISTING FINISHES, OR FINISHES TO BE ADDED AS PER PLANS, INTERIOR DESIGNER, OR AS PER OWNER.
11 SALVAGED MATERIALS SHALL BE REMOVED, CLEANED, AND PREPARED FOR RE-INSTALLATION. OWNER
MAINTAINS OWNERSHIP OF ALL MATERIALS UNLESS OTHERWISE SPECIFIED.
10 COVER ITEMS AS SPECIFIED BY OWNER/PROJECT MANAGER TO PROTECT FROM DUST AND DEBRIS.
9 REMOVE ALL UTILITIES IN DEMOLITION AREAS AND CONSTRUCTION AREAS IN A MANNER, AND IN THE TIME, SATISFACTORY TO THE UTILITY COMPANY. IF UTILITY COMPANY DESIRES TO EFFECT THE REMOVAL OF THE
MATERIALS, THEY SHALL BE PERMITTED TO DO SO.
8 ALL ELECTRICAL AND PLUMBING LINES WHICH REQUIRE REMOVAL OR ALTERATION ARE TO BE DONE SO BY THE CONTRACTOR. LINES TO BE CAPPED AND PREPARED FOR REMOVAL OR RE-ROUTING AS SPECIFIED.
17 ALL DEMOLITION, RENOVATION, AND CONSTRUCTION TO COMPLY WITH CURRENT NFPA REQUIREMENTS.
18 DEBRIS SHALL BE REMOVED FROM THE SITE DAILY.
7 EXISTING FIXTURES, EQUIPMENT, AND ALL DEBRIS WHICH ARE REQUIRED TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR. CONTRACTOR TO COORDINATE WITH PROJECT MANAGER PRIOR TO REMOVAL OF SUCH.
6 CONTRACTOR SHALL DEMOLISH ANY INTERIOR FINISHES TO COMPLETE THE NECESSARY AND PROPOSED WORK AS DIRECTED BY THE ARCHITECTURAL DRAWINGS, INTERIOR DESIGN DRAWINGS, SPECIFICATIONS, OR
BY PROJECT MANAGER.
5 REFER TO ELECTRICAL ENGINEERING FOR WORK TO BE REMOVED FROM STRUCTURE. OTHER ELECTRICAL ITEMS ASSOCIATED WITH THIS WORK SHALL BE REMOVED IF NOT REQUIRED FOR NEW EQUIPMENT TO
CONTINUE IN SERVICE.
4 WHEN ELECTRICAL DEVICES ARE PRESENT IN PARTITIONS OR CEILINGS TO BE REMOVED, THE ELECTRICAL CONTRACTOR SHALL DISCONNECT THEM UP TO THE NEXT OUTLET TO REMAIN OR BACK TO PANEL THE BOARD.
IF EXISTING TO REMAIN OUTLETS ARE FED THROUGH DEMOLISHED PARTITIONS OR CEILINGS, THE CIRCUIT SHALL BE REARRANGED TO MAINTAIN CIRCUIT CONTINUITY. WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE
COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS.
3 ALL BUILDING CONSTRUCTION AFFECTED BY THE REMOVAL, RELOCATION, INSTALLATION OF ANY PIECE OF EQUIPMENT SHALL BE REPAIRED AND FINISHED AS REQUIRED TO MATCH EXISTING CONDITION OR AS DIRECTED
BY THE ARCHITECTURAL DRAWINGS, SPECIFICATIONS, OR PROJECT MANAGER.
2 THE WORK SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, CUTTING, EXTENDING, CONNECTING, REPAIRING, ADAPTING, AND OTHER COINCIDENTAL WORK TOGETHER WITH SUCH TEMPORARY INSTALLATIONS AS MAY BE NECESSARY TO SATISFY THE DEMOLITION PROGRAM. APPROVAL SHALL BE SECURED FROM THE
OWNER/PROJECT MANAGER PRIOR TO CUTTING/DRILLING ANY STRUCTURAL SUPPORT.
1 REMOVE EXISTING RECEPTACLES, TELEPHONES, SWITCHES, AND ANY ELECTRICAL DEVICES IN WALLS TO BE DEMOLISHED. RELOCATE THESE DEVICES AS INDICATED OR REQUIRED BY THE DRAWINGS, ARCHITECT, OR OWNER REPRESENTATIVE. PROVIDE ARCHITECT WITH AS-BUILT DRAWINGS OF FINAL INSTALLATION FOR RECORD PURPOSES. CONTRACTOR IS NOTIFIED THAT NOT ALL EXISTING DEVICES MAY HAVE BEEN INDICATED ON THE DRAWINGS AND THAT SOME EXISTING ELECTRICAL DEVICES MAY NOT HAVE BEEN SHOWN IN THEIR ACTUAL LOCATION. CONTRACTOR IS REQUIRED TO VISIT SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO DETERMINING THE WORK THAT NEEDS TO BE ACCOMPLISHED AS PART OF HIS/HER BID.
GENERAL DEMOLITION NOTES:
19 THE GC SHALL THOROUGHLY INVESTIGATE EXISTING CONDITIONS INCLUDING GENERAL PLAN LAYOUT/CONFIGURATION AND EXISTING STRUCTURAL COMPONENTS VISIBLE OR CONCEALED (IN WALL AND/OR ABOVE CEILING), THAT COULD IMPACT THE WORK. THE GC SHALL FIELD VERIFY EXISTING DIMENSIONS, MATERIALS AND METHODS OF CONSTRUCTION, AND STRUCTURE, AND COORDINATE EACH WITH THE CONTRACT DOCUMENTS.
THE GC SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT
DOCUMENTS PRIOR TO COMMENCING WORK.
AS BUILT DRAWINGS:
2 THE ABOVE REFERENCED RUNNING SET OF AS-BUILTS WILL BE USED AT COMPLETION OF PROJECT TO PROVIDE THE CLIENT WITH AN ACCURATE SET OF RECORD DRAWINGS USING ELECTRONIC SURVEY AND CAD TECHNIQUES.
DRAWING INDEX
ARCHITECTURAL
---- COVER SHEET
A00.00 INDEX & PROJECT INFORMATION
A00.01 GRAPHIC SYMBOLS & ABBREVIATIONS
A00.40 ACCESSIBILITY INFORMATION
A00.51 FLOOR PLAN - LIFE SAFETY PLAN
A01.01 FLOOR PLAN - DEMOLITION
A02.01 FLOOR PLAN - CONSTRUCTION
A03.01 FLOOR PLAN - ENLARGED RESTROOM
A04.01 FLOOR PLAN - FINISH PLAN
A04.02 SCHEDULES & DETAILS
A05.01 BREAK ROOM DETAILS
A05.02 RESTROOM DETAILS - WOMENS
A05.03 RESTROOM DETAILS - MENS
APPLICABLE CODES
FLORIDA BUILDING CODE - (8th EDITION 2023) FLORIDA BUILDING CODE ACCESSIBILITY (8th EDITION 2023) FLORIDA BUILDING CODE EXISTING BUILDING- (8th EDITION 2023) FLORIDA FIRE PREVENTION CODE - (8th EDITION) BASED ON:
NFPA 1 FIRE CODE - 2021 EDITION AND
NFPA 101 - LIFE SAFETY CODE 2021 WITH FLORIDA AMENDMENTS
NFPA 1- UNIFORM FIRE CODE 2021 WITH FLORIDA AMENDMENTS
NFPA 70 - NATIONAL ELECTRICAL CODE - 2021
FLORIDA BUILDING CODE ENERGY CONSERVATION CODE - (8th EDITION 2023) FLORIDA BUILDING CODE MECHANICAL CODE - (8th EDITION 2023) FLORIDA BUILDING CODE PLUMBING CODE - (8th EDITION 2023)
ORANGE COUNTY JURISDICTION
1 GC TO PROVIDE ARCHITECT WITH FULL SIZED RED-LINED AND CLOUDED MARKED-UP/AS BUILT DRAWINGS AT EVERY SITE VISIT. DRAWINGS SHOULD SHOW ANY FIELD MODIFICATIONS THAT DIFFER FROM CONSTRUCTION
DOCUMENTS INCLUSIVE OF SURVEY OF SHELL, PERIMETER AND UTILITIES.
SCOPE
PROJECT NARRATIVE / SCOPE OF WORK
THIS PROPOSED PROJECT AT THE ORANGE COUNTY
PUBLIC WORKS COMPLEX, BUILDING #2, ORANGE COUNTY,
FLORIDA CONSISTS OF AN EXISTING BUILDING TO
ACCOMMODATE FINISH UPGRADES THROUGHOUT THE
INTERIOR BUILDING, RESTROOM PLUMBING FIXTURE AND
FINISH UPGRADES, AND BREAK ROOM FINISH UPGRADES
WITH MINIMAL CONSTRUCTION SCOPE. THIS SCOPE OF
WORK WILL BE CONSIDERED A LEVEL II ALTERATION.
ENGINEER
P0.01 PLUMBING FIXTURE SCHEDULE & NOTES
P2.01 PLUMBING GRAVITY FLOOR PLAN
FABRIC WRAPPED PANEL
ACOUSTICAL TILE
CARPET
PLASTER WITH LATH
SECTION INDICATIONS
ELEVATION INDICATIONS
BRICK/CONCRETE BLOCK
FINISHED WOOD
GLASS
STONE
GYPSUM BOARD
INSULATION (LOOSE OR BATT)
INSULATION (RIGID)
GLASS (LARGE SCALE)
METAL
PLYWOOD
WOOD (FINISH)
WOOD (CONTINUOUS)
WOOD (BLOCKING)
EARTH OR NATURAL GROUND
SAND OR GROUT
POROUS FILL (GRAVEL)
INTERRUPTED MEMBER
BRICK
STONE
CONCRETE MASONRY UNIT
CONCRETE
(SEE HARDWARE SCHEDULE)
KEY SWITCH (SEE SECURITY DRAWINGS)
ELECTRIC LOCKSET (SEE HARDWARE SCHEDULE)
MAGNETIC LOCK (SEE HARDWARE SCHEDULE)
SECURITY SYSTEM DOOR MONITOR CONTACT
INTRUSION ALARM (SEE SECURITY DRAWINGS)
DOOR RELEASE BUTTON
INTERCOM DEVICE
FIRE ALARM PULL BOX
FIRE WARDEN STATION
DOOR BELL PUSH BUTTON TO READ "PUSH TO EXIT"
EQUIPMENT ITEM - SEE SCHEDULE
ELECTROMAGNETIC DOOR HOLD OPEN
XXXXX
XXXXX
XXXXX
XXXXX
XXXXX
XXXXX
XXXXX
XXXXX
CHANGE IN FLOOR FINISH
BASE FINISH
EXTENT OF FINISH
EXTENT OF FINISH
FLOOR FINISH
SPECIAL FINISH
WALL FINISH
WAINSCOT FINISH
WALL FINISH
FINISH
LINEAR DIFFUSER
R
E DENOTES EXISTING TO REMAIN
DENOTES EXISTING, RELOCATED FIXTURE
EXTENT OF FINISH
BASE FINISH
WALL FINISH
FIRE EXTINGUISHER CABINET
FIRE VALVE CABINET
FIRE VALVE WITHOUT CABINET
FIRE EXTINGUISHER WITHOUT CABINETPOKE-THRU TV MONUMENT
POKE-THRU A/V MONUMENT
FLUSH FLOOR MOUNTED TV RECEPTACLE
FLUSH FLOOR MOUNTED A/V RECEPTACLE
WALL MOUNTED TV/CAMERA RECEPTACLE - 3" SQUARE.
WALL MOUNTED A/V RECEPTACLE
WITH TELE/DATA RECEPTACLE
WITH TELE/DATA RECEPTACLE
FLUSH FLOOR MOUNTED SEPARATE DUPLEX
FLUSH FLOOR MOUNTED DEDICATED DUPLEX
FLUSH FLOOR MOUNTED DUPLEX WITH TELE/DATA RECEPTACLE
GRAPHIC SYMBOLS (CONT.)
WALL MOUNTED SEPARATE DUPLEX
POWER & COMMUNICATION
WALL MOUNTED DUPLEX
WALL MOUNTED DEDICATED FOURPLEX
WALL MOUNTED DEDICATED DUPLEX
WALL MOUNTED FOURPLEX
FLUSH FLOOR MOUNTED SEPARATE FOURPLEX
FLUSH FLOOR MOUNTED SEPARATE DUPLEX
FLUSH FLOOR MOUNTED DATA RECEPTACLE
FLUSH FLOOR MOUNTED TELE/DATA RECEPTACLE
FLUSH FLOOR MOUNTED TELEPHONE RECEPTACLE
POKE-THRU TEL. MONUMENT
FLUSH FLOOR MOUNTED DEDICATED FOURPLEX
FLUSHFLOOR MOUNTED FOURPLEX
FLUSH FLOOR MOUNTED DEDICATED DUPLEX
FLUSH FLOOR MOUNTED DUPLEX
WALL MOUNTED SPECIAL OUTLET
WALL MOUNTED DATA RECEPTACLE
WALL MOUNTED TELE/DATA RECEPTACLE
WALL MOUNTED TELEPHONE RECEPTACLE
WALL MOUNTED HALF DEDICATED FOURPLEX
CARD READER
WITH HARDWIRE CONNECTION
WITH HARDWIRE CONNECTION
COMBINATION FLOOR POKE-THRU JUNCTION BOX
WITH HARDWIRE CONNECTION
FLOOR POKE-THRU JUNCTION BOX
POKE-THRU SEPARATE FOURPLEX POWER MONUMENT
POKE-THRU SEPARATE DUPLEX POWER MONUMENT
FLUSH WALL MOUNTED POWER JUNCTION BOX
POKE-THRU DATA POWER MONUMENT
POKE-THRU DEDICATED FOURPLEX POWER MONUMENT
POKE-THRU FOURPLEX POWER MONUMENT
POKE-THRU DEDICATED DUPLEX POWER MONUMENT
POKE-THRU DUPLEX POWER MONUMENT
POKE-THRU TELE/DATA MONUMENT
T
D
ST
S
J
J J
XXXXX
X'-X"
X'-X"
X'-X"
CEILING FINISH
FLUORESCENT PENDANT FIXTURE
FIRE SPRINKLER
STROBE
REFLECTED CEILING
AND GRID
MAIN RUNNER
EXISTING TO BE REMOVED
ACOUSTICAL CEILING
FLUORESCENT STRIP FIXTURE
SPEAKER
SMOKE DETECTOR
AND DIRECTION OF ARROW(S)
SHOWS QUANTITY OF FACE(S)
CEILING MOUNTED EXIT SIGN,
ACCESS DOOR
THERMOSTAT
DIMMER SWITCH
RETURN AIR
LIGHT SWITCH
SUPPLY AIR
SECURITY CAMERA
CEILING HEIGHT CHANGE
DIMENSION OF CEILING ABOVE FINISH FLOOR
GRAPHIC SYMBOLS (CONT.)
SMOKE PARTITION
XX
MILLWORK SCHEDULE TAG (IF USED)
XXXXX
04F06
OFFICE
XXXXX
1 1/2 HR. RATED PARTITION
CONSTRUCTION
ROOM NAME
3 HR. RATED PARTITION
4 HR. RATED PARTITION
COLUMN GRID
NEW PARTITION
ROOM NUMBER
2 HR. RATED PARTITION
1 HR. RATED PARTITION
REFERENCE TO PARTITION TYPE
ELEVATION DATUM POINT
SURFACES
SHEET NOTE
DOOR NUMBER (WITH SCHEDULE)
ALIGN WITH ESTABLISHED
REVISION REFERENCE
MILLWORK
GRAPHIC SYMBOLS
A
ALIGN
FE
FEC
FV
FVC
AV
TV
AV
TV
AV
TV
ID
DR
H
EL
ML
MC
KS
IA
XX
FS
FP
J
SD
NON-FERROUS ALUMINUM
GRAPHIC SYMBOLS
XX
A08.01
SIMFL12.NW
XX
A11.01
A
XXXX
FLOOR LEVEL AND AREA OR PHASE
DESCRIPTION OF SIMILAR OR OPPOSITE
LOCATION ON ROW WHERE SHOWN
AREA TO BE DETAILED
SHEET WHERE SHOWN
DETAIL NUMBER
SHEET WHERE SHOWN
ROW ON ELEVATION SHEET WHERE SHOWN
DIRECTION OF ELEVATION
SURFACE MOUNTED FLUORESCENT
AXX.XX
XX
SHEET WHERE SHOWN
ROW ON ELEVATION SHEET WHERE SHOWN
DIRECTION OF ELEVATION
INTERIOR ELEVATION INDICATION
EXTERIOR ELEVATION INDICATION
QUADRAPLEX ISOLATED
GYPSUM BOARD SOFFIT
"N" PREFIX DENOTES DOOR AT NON-DT OPTION ONLY
FLUSH FLOOR MOUNTED 1 TELE/2 DATA RECEPTACLE3
QUARTZ
FACEPLATE TERMINAL IN SINGLE-GANG, DUPLEX J-BOX.
WALL MOUNTED 1 TELE/2 DATA RECEPTACLE - QUAD
SECURITY MONITORSM
RESIN
C
GFI
AV
GROUND FAULT INTERCEPTOR
CR
PD
M
PB
CP
BG
SB
MONITOR
PHONE DIRECTORY
PER NFPA 7.2.1.6.2 (4)
CONTROL PANEL
491 EMERGENCY BREAK GLASS STATION; SECURITY DOOR
WALL MOUNTED SIMON BOARD, POWER & DATA
TO BE COORDINATED WITH VENDOR
A/V FOR PROJECTION SYSTEM
CAMERA REFER TO REFLECTED CEILING PLAN FOR LOCATION
RECESSED POWER. DATA & COAX OUTLET, SEE PLAN FOR HT
XX
A08.01
FL12.NW SIM
LIGHT FIXTURE
CONTROLS
A00.01
GRAPHIC SYMBOLS
Project Number
Scale
File Name
Drawn By
Checked ByAR
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X:\dwgs\24054 OC Public Works Bldg 2 Refresh\CAD\03 CD100_10.29.2024\ 24054 A00.01 GRAPHIC SYMBOLS.dwg
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Client Information
ADCARCHITECTURAL DESIGN COLLABORATIVE
Architect ● Seal/Signature
Issue
Project Documents for:
Date & Issue Description
Project:
Checked ByDrawn By
945 N. PENNSYLVANIA AVENUE
WINTER PARK, FLORIDA 32789
OFFICE: (407) 629-1188
FAX: (407) 388-1220
WWW. ADCINTERNATIONAL.NET
STATE OF FLORIDA
PUBLIC WORKS COMPLEX
BUILDING 2
ORANGE COUNTY CAPITAL PROJECTS DIVISION
400 E SOUTH STREET 5th FLOOR
ORLANDO, FL 32801
60% CD SET JPRL07.16.2024
90% CD SET JPRL09.25.2024
100% CD SET JPRL10.29.2024
F
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U
V
W
J
I
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A
K
L
M
B
C
N
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D
P
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ARCHITECTURAL ABBREVIATIONS
& ABBREVIATIONS
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
EXPS
AutoCAD SHX Text
EXPOSE(D)
AutoCAD SHX Text
REINF
AutoCAD SHX Text
REINFORCE(D)(ING)(MENT)
AutoCAD SHX Text
CABINET
AutoCAD SHX Text
& AIR CONDITIONING
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
GYPSUM
AutoCAD SHX Text
PLASTER
AutoCAD SHX Text
WTRPRF
AutoCAD SHX Text
WT
AutoCAD SHX Text W/O
AutoCAD SHX Text
WDW
AutoCAD SHX Text
WD
AutoCAD SHX Text
WC
AutoCAD SHX Text W/
AutoCAD SHX Text
VIF
AutoCAD SHX Text
VERT
AutoCAD SHX Text
VEH
AutoCAD SHX Text
UNO
AutoCAD SHX Text
UTIL
AutoCAD SHX Text
UNDRLAY
AutoCAD SHX Text
TYP
AutoCAD SHX Text T&G
AutoCAD SHX Text
TRTD
AutoCAD SHX Text
TRANS
AutoCAD SHX Text
TRAF
AutoCAD SHX Text
TLT
AutoCAD SHX Text
THK
AutoCAD SHX Text
SYS
AutoCAD SHX Text
SUSP
AutoCAD SHX Text
SURF
AutoCAD SHX Text
STRUCT
AutoCAD SHX Text
STRFR
AutoCAD SHX Text
STL
AutoCAD SHX Text
STD
AutoCAD SHX Text
SST
AutoCAD SHX Text
SIM
AutoCAD SHX Text
SHORG
AutoCAD SHX Text
SGL
AutoCAD SHX Text
SF
AutoCAD SHX Text
SECUR
AutoCAD SHX Text
SCR
AutoCAD SHX Text
RO
AutoCAD SHX Text
RM
AutoCAD SHX Text
RFG
AutoCAD SHX Text
RESIL
AutoCAD SHX Text
JAN
AutoCAD SHX Text
INFILTR
AutoCAD SHX Text
INT
AutoCAD SHX Text
INTLK
AutoCAD SHX Text
INSUL
AutoCAD SHX Text
INSTRUM
AutoCAD SHX Text
INFO
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
HORIZ
AutoCAD SHX Text
HM
AutoCAD SHX Text
HDWE
AutoCAD SHX Text
HDWD
AutoCAD SHX Text
HD
AutoCAD SHX Text
GYP
AutoCAD SHX Text
GR
AutoCAD SHX Text
GL
AutoCAD SHX Text
GFRP
AutoCAD SHX Text
GFRG
AutoCAD SHX Text
GFRC
AutoCAD SHX Text
GA
AutoCAD SHX Text
FUT
AutoCAD SHX Text
FURN
AutoCAD SHX Text
FLR
AutoCAD SHX Text
FXTR
AutoCAD SHX Text
FXD
AutoCAD SHX Text
FRMG
AutoCAD SHX Text
FR
AutoCAD SHX Text
FPLC
AutoCAD SHX Text
FLDG
AutoCAD SHX Text
FIN
AutoCAD SHX Text
FHC
AutoCAD SHX Text
FE&C
AutoCAD SHX Text
FE
AutoCAD SHX Text
FD
AutoCAD SHX Text
FAB
AutoCAD SHX Text
EXT
AutoCAD SHX Text
WATERPROOFING
AutoCAD SHX Text
WEIGHT
AutoCAD SHX Text
WITHOUT
AutoCAD SHX Text
WINDOW
AutoCAD SHX Text
WOOD
AutoCAD SHX Text
WATER CLOSET
AutoCAD SHX Text
WITH
AutoCAD SHX Text
VERIFY IN FIELD
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
VEHICLE
AutoCAD SHX Text
UNLESS NOTED OTHERWISE
AutoCAD SHX Text
UTILITY
AutoCAD SHX Text
UNDERLAYMENT
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
TONGUE AND GROOVE
AutoCAD SHX Text
TREATED
AutoCAD SHX Text
TRANSPARENT
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TOILET
AutoCAD SHX Text
THICK
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SYSTEM(S)
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SUSPENDED
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SURFACE
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STRUCTURAL
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STOREFRONT
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STEEL
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STANDARD
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STAINLESS STEEL
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SIMILAR
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SHORING
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SINGLE
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SQUARE FEET
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SECURITY
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SCRIBE
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ROOM
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ROOFING
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RESILIENT
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JANITOR
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INFILTRATION
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INTERIOR
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INTERLOCK(ING)
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INSULATION
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INSTRUMENT(ATION)
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INFORMATION
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HEATING, VENTILATING,
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HORIZONTAL
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HOLLOW METAL
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HARDWARE
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HARDWOOD
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HEAD
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GYPSUM
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GRAD(E)(ING)
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GLASS
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GLASS FIBER REINFORCED
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GLASS FIBER REINFORCED
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GLASS FIBER REINFORCED
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GAUGE
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FUTURE
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FURNITURE
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FLOOR(ING)
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FIXTURE
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FIXED
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FRAMING
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FIRE RAT(ING)(ED)
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FIREPLACE
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FOLDING
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FINISH
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FIRE HOSE CABINET
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FIRE EXTINGUISHER AND
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FIRE EXTINGUISHER
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FLOOR DRAIN
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FABRICATION
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EXTERIOR
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RESIS
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REQD
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REFR
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REFL
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REF
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RECPT
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RECES
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RDR
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PRTECN
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PLYWD
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PLSTC
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PLAS
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PLAM
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PREFAB
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PREFIN
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PORT
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POLYST
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PNL
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PBD
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PEDTR
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PTN
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OPR
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OPNG
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OVHD
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OVFL
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ORNA
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NTS
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NO
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NIC
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MTD
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MOT
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MOIST
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MLWK
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MISC
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MIN
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MEZZ
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MEMB
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MET
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MECH
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MFR
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MFD
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MAX
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LVR
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LVLG
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LT
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LB
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LAV
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KIT
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EXP JT
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EXIST
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EQUIP
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EQ
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ENTR
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ENGR
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EMBED
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ELEC
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ELAST
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DWR
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DSCON
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DR
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DN
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DIV
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DISP
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DIM
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DIFF
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DIA
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DF
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DET
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DES
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DEPT
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DBL
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CMU
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COV
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CONTR
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CONT
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CONSTR
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CONC
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COILG
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COATG
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CLG
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CER
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CEM
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CPT
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CAB
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BU
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BRDLM
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BLKG
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BD
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BOLLD
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BLDG
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AVG
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AUTO
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ARCH
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APPL
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ANOD
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ANNUNC
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ALT
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AL
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AFF
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ACOUS
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ACCES
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RESIST(ANT)(IVE)
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REQUIRED
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REFRIGERATOR
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REFLECTED
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REFER(ENCE)
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RECEPTACLE
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RECESSED
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READER
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PROTECTION
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PLYWOOD
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PLASTIC
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PLASTER
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PLASTIC LAMINATE
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PREFABRICATED
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PREFINISHED
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PORTABLE
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POLYSTYRENE
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PANEL
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PARTICLE BOARD
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PEDESTRIAN
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PARTITION
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OPERABLE
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OPENING(S)
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OVERHEAD
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OVERFLOW
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ORNAMENTAL
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NOT TO SCALE
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NUMBER
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NOT IN CONTRACT
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MOUNTED
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MOTOR(IZED)
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MOISTURE
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MILLWORK
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MISCELLANEOUS
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MINIMUM
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MEZZANINE
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MEMBRANE
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METAL
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MECHANICAL
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MANUFACTURER
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MANUFACTURED
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MAXIMUM
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LOUVER
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LEVELING
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LIGHT
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BRITISH POUND
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POUND
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LAVATORY
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KITCHEN
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EXPANSION JOINT
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EXISTING
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EQUIPMENT
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EQUAL
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ENTRANCE
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ENGINEER(ED)
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EMBEDD(ED)(ING)
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ELECTRICAL
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ELASTOMERIC
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DRAWER
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DISCONNECT
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DOOR
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DOLLAR (US CURRENCY)
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DOWN
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DIVISION
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DISPENSER
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DIMENSION
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DIFFUSER
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DIAMETER
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DRINKING FOUNTAIN
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DETAIL
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DESIGN(ED)
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DEPARTMENT
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DOUBLE
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CONCRETE MASONRY UNIT
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COVER
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CONTRACT(OR)
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CONTINUOUS(ATION)
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CONSTRUCTION
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CONCRETE
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COILING
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COATING
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CEILING
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CERAMIC
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CEMENT(ITIOUS)
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CARPET
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CABINET
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BUILT UP
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BROADLOOM
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BLOCKING
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BOARD
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BOLLARD
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BUILDING
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AND
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AVERAGE
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AUTOMATIC
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ARCHITECT(URAL)
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APPLIANCE
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ANODIZED
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ANNUNCIATOR
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ALTERNATE
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ALUMINUM
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ABOVE FINISHED FLOOR
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ACOUSTIC(AL)
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ACCESSORY
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FWC
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FABRIC WALL COVERING
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FUTURE
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FUT
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AHJ
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AUTHORITY HAVING JURISD.
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PROJECT MANAGER
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(CURRENCY)
NOTE
THE DETAILS ON THIS SHEET SUPERSEDE INFORMATION/DETAILS
SHOWN IN THE PLANS. IN THE EVENT OF CONFLICTING
INFORMATION CONTACT ARCHITECT IMMEDIATELY.
2' -6
48"
Z
X
48"
X
Z
Y
TWO STATION WALL MOUNT
WATER COOLER.
NO LEAD, BARRIER-FREE ACCESS
BY ELKAY. MODEL EZSTL8LC
LOW
DRINKING
FOUNTAIN
EQUIPMENT PERMITTED
IN SHADED AREA
9" M
IN
" M
IN
" M
AX
" M
AX
C L
/8 " O
R
IF
IC
E
H T.
/8 " O
R
IF
IC
E
H T.
" A
D A
R
EQ
M T.
1'-3" MIN.
TO
R
EF
LE
C
TI
VE
S
U R
FA
C
E O
F M
IR
R
O R
MIRROR
INSULATE HOT WATER
PIPES AND DRAIN TO
PREVENT CONTACT
LINE OF REQUIRED
CLEARANCE
9" M
IN
1'-5"
8" MIN. KNEE CLEARANCE 6" MAX. TOE CLR
17" MIN. DEPTH
CLEAR
FLOOR
SPACE
17" MIN.
" M
IN
48" MIN.
" M
IN
4" MAX.
" M
IN
4" MAX.
48" MIN.
CLEAR
FLOOR
SPACE
" M
IN
5" MAX.
WATER FLOW:
THE SPOUT SHALL PROVIDE A FLOW OF WATER
4" HIGH MINIMUM AND SHALL BE LOCATED 5"
MAXIMUM FROM THE FRONT OF THE UNIT.
12" MAX. 42"
54" MIN.
" T
O
9"
" T
O
6"
TOILET PAPER
36" MIN.
24" 12"
" T
O
6"
1'-0"
60"
CL CL
CL
CL
CL
CL
CL
NOTE:
NO FIXTURES OTHER THAN TOILET
PERMITTED IN THIS AREA.
8"
" M
IN
GRAB BARS:
1 1/4" MIN. TO 1 1/2" DIA. MAX. SET 1 1/2" OFF WALL. TYP.
FASTENERS AND WALL SUPPORTS SHALL BE PROVIDED TO
SUPPORT A VERTICAL OR HORIZONTAL FORCE OF 250
POUNDS ALONG ANY POINT ON THE GRAB BAR, FASTENER,
MOUNTING DEVICE, OR SUPPORTING STRUCTURE.
TO
T
O P
O F
G R
IP
PI
N G
S U
R
FA
C E
TO
T
O P
O F
G R
IP
PI
N G
S U
R
FA
C E
" O
R
9"
IN
T O
IL
ET
C O
M
PA
R
TM
EN
TS
SE
E N
O
TE
B
EL
O W
NOTE:
IN ACCESSIBLE TOILET COMPARTMENTS (STALLS) PROVIDE
56" DEEP MIN. FOR WALL HUNG WATER CLOSETS AND 59"
MIN. DEEP MIN. FOR FLOOR MOUNTED WATER CLOSETS
MEASURED PERPENDICULAR TO THE REAR WALL.
NOTE:
REAR GRAB BAR IS POSITIONED WITH RESPECT TO THE
CENTERLINE OF THE TOILET. IF THE TOILET IS NOT LOCATED
CORRECTLY THE REAR GRAB BAR WILL BE OUT OF
COMPLIANCE AS WILL THE TOILET.
1/
2" M
IN
NOTE:
THE HEIGHT OF THE TOILET TANK IMPACTS THE
PLACEMENT OF GRAB BARS. DEPENDING ON THE
TOILET MODEL/BRAND, GRAB BARS MOUNTED AT THE
MINIMUM HEIGHT MIGHT NOT ACHIEVE THE REQUIRED
MINIMUM 1 1/2" BETWEEN THE TOP OF THE TOILET
TANK AND THE BOTTOM OF THE REAR GRAB BAR.
17" 2'-0"
3' -6
1'
-0
4' -6
M
IN
NOTE 54" MINIMUM
DIMENSION FROM
BACK WALL FOR
SIDE GRAB BAR
NOTE 54" MINIMUM
DIMENSION FOR
SIDE GRAB BAR
" T
O T
O P
1/
2" M
IN
LEVER ON
APPROACH SIDE
" M
IN
24" MAX. 48" MIN.
" M
IN
30"
DOOR FRAME
FIRE
EXTINGUISHER
AND/OR
HOSE
CABINET
AUDIBLE/VISIBLE
STROBE
ALL DIMENSIONS TO
CENTER LINE OF
DEVICES.
SEE PLANS FOR
SPECIFIC LOCATIONS.
NOTE:
TO
T
H E
TO
P
O F
F.
E.
C
5' -0
" M
IN
. T
O
8" M
AX
9"
ACCESSIBLE
CL
INTERNATIONAL
SYMBOL OF
ACCESSIBILITY
TO
T
H E
BO
TT
O M
5' -0
" M
AX
" M
IN
A.
F.
F.
T
O
TH
E
BO
TT
O
M O
F
LO
W
ES
T
TA
C
TI
LE
C
H
AR
AC
TE
R
ACCESSIBLE
" M
AX
. A
.F .F
GRADE 2
BRAILLE. RAISED
CHARACTERS
SHALL BE AT
LEAST 5/8" HIGH,
BUT NO HIGHER
THAN 2".
VERBAL
DESCRIPTION SHALL
BE PLACED
DIRECTLY BELOW
THE PICTOGRAM.
THE BORDER
DIMENSION OF THE
PICTOGRAM SHALL
BE 6" MIN. IN HEIGHT.
SYMBOLS OF
ACCESSIBILITY
AND THEIR
BACKGROUND
SHALL HAVE A
NON-GLARE FINISH.
7SCALE:
TYP. ACCESSORIES HEIGHT
N.T.S.
FO
R
W
AR
D R
EA
C
H R
AN
G
E S
ID
E
R E
A C
H R
A N
G E
" M
A X
" M
IN
10"
MAX.
" M
A X
" M
IN
48"
2SCALE:
REACH RANGE
N.T.S.
3SCALE:
CORRIDOR WIDTH
N.T.S.12SCALE:
SINGLE USER TOILET DETAIL
N.T.S.
1SCALE:
FWD REACH DETAIL
N.T.S.
9SCALE:
LAVATORY DETAIL
N.T.S.
4SCALE:
PROTRUDING OBJECTS
N.T.S.10SCALE:
ACCESSIBILITY SIGNAGE
N.T.S.
4" MAX.
CLEAR WIDTH
H
IG
H
ER
TH
AN
7"
ANY AMOUNT
" O
R B
EL
O
W
" M
IN
6"
9"
6' -8
ACCESSIBILITY NOTES:
NOTE: X SHALL BE <25in.; Z SHALL BE > X.
WHEN X IS < 20in. THEN Y SHALL BE 48in. MAXIMUM.
WHEN X IS 20 TO 25in., THEN Y SHALL BE 44in. MAXIMUM
8SCALE:
TYP. MOUNTING HEIGHT DETAIL
N.T.S.
11SCALE:
DRINKING FOUNTAIN
N.T.S.
TO
P
OF
O
PE
NI
NG
NA
PK
IN
DI
SP
OS
AL
TO
P
OF
C
ON
TR
OL
SA
NI
TA
RY
N
AP
KI
N
VE
ND
OR
PA
PE
R
TO
W
EL
DI
SP
EN
SE
R
W
AS
TE
R
EC
EP
TA
CL
E
TO
W
EL
O
PE
NI
NG
" M
AX
" M
IN
" T
O
" M
IN
3 3 /16
MI
N.
PROVIDE FASTENERS AND WALL REINFORCEMENT
TO SUPPORT A 250# MIN. POINT LOAD.
1 1/2"1 1/4" - 2"
GRAB BAR
" M
IN
6SCALE:
GRAB BAR CLEARANCES
N.T.S.
A00.40
ACCESSIBILITY STANDARDS
VARIES
Consultant ● Seal/Signature
Sheet Title:
Project Number
Scale
File Name
Drawn By
Checked ByAR
CH
ITE
CT
UR
E
PL
AN
NI
NG
IN
TE
RI
OR
D
ES
IG
N
SP
AC
E
PL
AN
NI
NG
Issue Date
Project Status
X:\dwgs\24054 OC Public Works Bldg 2 Refresh\CAD\03 CD100_10.29.2024\ 24054 A00.40 ACCESSIBILITY INFORMATION.dwg
PR
IN
TE
D
ON
: O ct
, 2
4 -
:53 am
Client Information
ADCARCHITECTURAL DESIGN COLLABORATIVE
Architect ● Seal/Signature
Issue
Project Documents for:
Date & Issue Description
Project:
Checked ByDrawn By
945 N. PENNSYLVANIA AVENUE
WINTER PARK, FLORIDA 32789
OFFICE: (407) 629-1188
FAX: (407) 388-1220
WWW. ADCINTERNATIONAL.NET
STATE OF FLORIDA
PUBLIC WORKS COMPLEX
BUILDING 2
ORANGE COUNTY CAPITAL PROJECTS DIVISION
400 E SOUTH STREET 5th FLOOR
ORLANDO, FL 32801
60% CD SET JPRL07.16.2024
90% CD SET JPRL09.25.2024
100% CD SET JPRL10.29.2024
AutoCAD SHX Text
1. FOR RESTROOMS ACCESSIBLE TO THE PUBLIC. THE WALLS AND FLOORS OF TOILET, BATHING AND SHOWER ROOMS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE. THE INTERSECTIONS OF SUCH FLOORS WITH WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE THAT EXTENDS UPWARD ONTO THE WALLS AT LEAST 4 INCHES. WALLS AND PARTITIONS WITHIN 2 FEET OR URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF 4 FEET ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. 2. ALL DIMENSIONS ARE ABOVE FINISHED FLOOR (A.F.F.). DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE. 3. ALL DIMENSIONS ARE TO FINISH SURFACES AND SHALL BE CONSIDERED "CLEAR" DIMENSIONS. THE ACCESSIBLE 5 FOOT TURNING CIRCLE IS A "CLEAR" DIMENSION CONTINUOUS FROM THE FLOOR AND UP THE WALLS. THE FINISHED BASE AND/OR TRIM MATERIALS SHALL NOT DIMINISH THE REQUIRED 5 FOOT DIMENSION AT THE FLOOR OR THE WALLS OF THE ROOM. GC SHALL LAY OUT THE WORK TO ACCOMMODATE THE THICKNESS OF MATERIALS AND ALLOW FOR VARIATIONS IN EXISTING AND NEW SURFACES AND MATERIALS TO PROVIDE THE REQUIRED "CLEAR" DIMENSIONS. 4. IF TOILETS ARE UPGRADED FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET A03.01 FOR SHEET A03.01 FOR FOR ADDITIONAL ACCESSIBILITY DETAILS, NOTES AND THE ACCESSORIES AND FIXTURE SCHEDULES. (N/A) 5. DETAILS SUPERSEDE PLANS. IN THE EVENT OF CONFLICTING INFORMATION GC TO CONTACT ARCHITECT IMMEDIATELY. 6. FLOOR SURFACES SHALL BE SLIP-RESISTANT. 7. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE NOT LESS THAN 44" IN WIDTH. 8. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. BEVEL OTHERS WITH A SLOPE NO GREATER THAN 1:2 9. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. MOUNT DOOR OPENING HARDWARE BETWEEN 30" AND 44" ABOVE FLOOR FINISH. 10. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS. 11. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. PROVIDE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF NARROW FRAME DOORS. 12. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32". 13. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 14. IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 15. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 44" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. (REFER TO A.D.A. DRAWING FOR CLEARANCES BASED ON DIFFERENT APPROACHES) 16. FLOORS OR LANDINGS SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 17. TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR WITH A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE, PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP SHALL BE OF A MATERIAL THAT IS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. 18. CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM. 19. SANITARY FACILITIES LOCATED ON AN ACCESSIBLE FLOOR OF A BUILDING SHALL BE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED. 20. ENTRY TO SANITARY FACILITIES: A. 44" CLEAR AISLES OR CORRIDORS WHERE OCCUPANT LOAD IS 10 OR MORE. B. DOORWAYS TO HAVE A 32" CLEAR OPENING. C. ON APPROACH SIDE, PROVIDE A 60" CLEAR LEVEL SPACE WHEN DOOR SWINGS TOWARD APPROACH AND 44" SPACE WHEN DOOR SWINGS AWAY FROM APPROACH. REFER TO ADA DRAWING FOR CLEARANCES BASED ON DIFFERENT APPROACHES. 21. THE AMERICANS WITH DISABILITIES ACT (A.D.A.) PROVIDES THAT ALTERATIONS TO A FACILITY MUST BE MADE IN SUCH A MANNER THAT, TO THE MAXIMUM EXTENT FEASIBLE, THE ALTERED PORTIONS OF THE FACILITY ARE READILY ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES. GENERAL CONTRACTOR ACKNOWLEDGES THAT THE REQUIREMENTS OF A.D.A. WILL BE SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY INTERPRETATIONS. THE ARCHITECT THEREFORE, WILL USE ITS BEST PROFESSIONAL EFFORTS TO INTERPRET A.D.A. REQUIREMENTS AND OTHER FEDERAL, STATE AND LOCAL LAWS, RULES, CODES, ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT. THE ARCHITECT, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT IT WILL COMPLY WITH ALL IT WILL COMPLY WITH ALL WILL COMPLY WITH ALL INTERPRETATIONS OF THE A.D.A. REQUIREMENTS AND/ OR THE OTHER FEDERAL, STATE AND LOCAL LAWS, RULES, CODES, ORDINANCES AND REGULATIONS AS THEY APPLY TO THE PROJECT.
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Lobby
FE
FE
FE
FE
FE
OCCUPANT LOAD CALCULATION
AREA OCCUPANT LOAD FACTORUSE
ASSEMBLY USE
BUSINESS USE/ GENERAL BUSINESS OFFICE
OCCUPANT LOAD
1:15
HATCH
TOTALS:
1,577 SQ.FT. NET
5,355 SQ.FT. NET 36 OCCUPANTS
105 OCCUPANTS
22,020 SQ.FT. GROSS 291 OCCUPANTS
1:150
PROVIDED
REQUIRED
BUISNESS OCCUPANCY
(SPRINKLERED)
300'
87'-3"
TRAVEL
DISTANCE
COMMON
PATH
100'
N/A
50'
DEAD END
TRAVEL
N/A 9
N/A
CORRIDOR
RATING
# OF EXITS
CODE SAFETY NOTES:
PROJECT INFORMATION
OCCUPANT LOAD
FEATURES OF FIRE PROTECTION
33'-0"
CLASSIFICATION OF WORK:
WALL AND CEILING FINISHES:
PROTECTED OPENINGS:
LEGEND
PROJECT DESCRIPTION
HANDICAPPED COMPLIANCE:
APPLICABLE CODES
INDUSTRIAL 1:10015,088 SQ.FT. NET 150 OCCUPANTS
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X:\dwgs\24054 OC Public Works Bldg 2 Refresh\CAD\03 CD100_10.29.2024\ 24054 A00.51 LIFE SAFETY PLAN.dwg
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Date & Issue Description
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945 N. PENNSYLVANIA AVENUE
WINTER PARK, FLORIDA 32789
OFFICE: (407) 629-1188
FAX: (407) 388-1220
WWW. ADCINTERNATIONAL.NET
STATE OF FLORIDA
PUBLIC WORKS COMPLEX
BUILDING 2
ORANGE COUNTY CAPITAL PROJECTS DIVISION
400 E SOUTH STREET 5th FLOOR
ORLANDO, FL 32801
60% CD SET JPRL07.16.2024
90% CD SET JPRL09.25.2024
100% CD SET JPRL10.29.2024
LIFE SAFETY PLAN
A00.51
OFFICE
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COMPUTER RM
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ELECTRICAL
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JANITOR
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OFFICE
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SECURE AREA - 1
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SECURE
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OPEN AREA
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SIGNAL SHOP
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SECURE
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PRINT ROOM
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SUPPLY
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RECEPTION
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CONFERENCE
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LOBBY
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CORRIDOR
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CORRIDOR
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CORRIDOR
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CORRIDOR
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CORRIDOR
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SHOWER
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LADDER
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STAIR
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BENCH AREA
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MW
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CM
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TO
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TRASH
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REF.
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DF
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DF
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PAPER TOWEL DISPENSER
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SOAP HOLDER
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MIRROR
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MIRROR
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PAPER TOWEL DISPENSER & TRASH
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SEAT COVER
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TP
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TRASH
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PAPER TOWEL DISPENSER & TRASH
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SEAT COVER
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SEAT COVER/TP
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CURTAIN ROD
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CURTAIN ROD
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MIRROR
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MIRROR
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AutoCAD SHX Text 2149.0000
AutoCAD SHX Text GCU - Laminate Desking
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GCU*
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GLB
AutoCAD SHX Text 20"d x 30"w x 22.75"h, Storage Shell, 1.5 High Open Storage w/1 Shelf, No Top and Back, Used with 1.5 High 23.25"h Top and Back, with FAUX back panel recess 8" from back of gables, ZIRA, SQ# EXP:
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EB06597-R1 - UPDATED SQ PENDING
AutoCAD SHX Text GCU - Laminate Desking
AutoCAD SHX Text 0.000000
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GCU
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GLB
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PN4213DML
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GCU
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GLB
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FT52LF30
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COPIER
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DF
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DF
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STOVE
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TO SECOND MEANS OF EGRESS
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DENOTES COMMON PATH OF TRAVEL (21'-5")
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DENOTES COMMON PATH OF TRAVEL (30'-10")
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POINT OF CHOICE
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POINT OF CHOICE
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DENOTES TRAVEL DISTANCE TO EXIT (79'-6")
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DENOTES COMMON PATH OF TRAVEL (30'-3")
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DENOTES COMMON PATH OF TRAVEL (28'-3")
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DENOTES TRAVEL DISTANCE TO EXIT (73'-0")
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TO SECOND MEANS OF EGRESS
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DENOTES COMMON PATH OF TRAVEL (33'-0")
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DENOTES TRAVEL DISTANCE TO EXIT (87'-3")
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TO SECOND MEANS OF EGRESS
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DENOTES TRAVEL DISTANCE TO EXIT (97'-10")
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DENOTES TRAVEL DISTANCE TO EXIT (91'-5")
AutoCAD SHX Text *PROVIDE ONE 5LB ABC TYPE EXTINGUISHER PER EVERY 3,000 FT., NOT TO EXCEED 75' OF TRAVEL. MOUNT 5'-0" A.F.F. TO TOP OF EXTINGUISHER.
AutoCAD SHX Text N.F.P.A. 101 (2021)
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BUILDING IS:
AutoCAD SHX Text NOTE: G.C TO MAINTAIN INTEGRITY OF FIRE ENVELOPE AT ALL TIME DURING DEMOLITION AND CONSTRUCTION. ANY FIRE/SMOKE RATED CONSTRUCTION SHALL BE MAINTAINED OR IMMEDIATELY RESTORED IF AFFECTED.
AutoCAD SHX Text CLASS C: Flame spread index 76-200; Smoke-developed
AutoCAD SHX Text index 0-450.
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SHALL BE CLASIFIED IN ACCORDANCE TO ASTM E 84
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INTERIOR WALL AND CEILING MATERIALS TO BE IN
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COMPLIANCE WITH TABLE 803.11 FOR BUSINESS OCCUPANCY
AutoCAD SHX Text FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILS IN A MANNER ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES. SUGGESTED WORDING FOR FIRE AND SMOKE BARRIERS: "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS."
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LEVEL OF ALTERATION - CLASSIFIED AS LEVEL 2
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IN COMPLIANCE WITH CHAPTER 7 FOR LEVEL 1
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AS WELL AS THE PROVISIONS OF CHAPTER 8
AutoCAD SHX Text FBC-2023 Existing Building
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LIFE SAFETY OCCUPANT LOADS AS PER N.F.P.A 101 2021 EDITION
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SECTION 304 BUSINESS GROUP B
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USABLE SQUARE FOOTAGE = 22,020 SQ.FT.
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* PLEASE NOTE TOTAL NUMBER OF PERMANENT POSITIONS FOR SUITE IS 15 PERSONS.PLEASE NOTE TOTAL NUMBER OF PERMANENT POSITIONS FOR SUITE IS 15 PERSONS.
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& FBC 2023 (TABLE 1004.5).
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FE
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DENOTES TRAVEL DISTANCE TO STAIRS
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DENOTES NEW WALL HUNG FIRE EXTINGUISHER
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DENOTES COMMON PATH OF TRAVEL
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DENOTES EXIT SIGN
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NON SPRINKLER BUILDING, EQUIPPED W/ FIRE ALARM SYSTEM & SMOKE EVACUATION SYSTEM.
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PER F.B.C. 2023 TABLE 1004.5 AND PER N.F.P.A. 101 2021 TABLE 7.3.1.2
AutoCAD SHX Text INTERIOR FINISH UPGRADES IN AN EXISTING OFFICE BUILDING. NO STRUCTURAL OR EXTERIOR SCOPE OF WORK
AutoCAD SHX Text THIS PROJECT WILL BE A BARRIER FREE SPACE AS PER FLORIDA BUILDING CODE 2023 ACCESSIBILITY.
AutoCAD SHX Text FLORIDA BUILDING CODE (2023) 8TH EDITION. N.F.P.A. 101 (2021 EDITION) N.F.P.A. 1 (2021 EDITION) FLORIDA FIRE PROTECTION CODE (F.F.P.C.) 8TH EDITION FLORIDA ACCESSIBILITY CODE FOR BLDG. CONSTRUCTION NOTE: IN ADDITION, ALL WORK IS TO CONFORM TO APPLICABLE TRADE CODES, LAWS & REGULATIONS THIS IS AN INTERIOR RENOVATION ONLY. NO ALTERATION WILL BE MADE TO EXISTING FACADES OF BUILDING. ALL INTERIOR WORK IS CLASSIFIED AS A MODIFICATION IN ACCORDANCE TO NFPA 101 2018 EDITION CHAPTER 43.2.2.1.3.
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LIFE SAFETY PLAN
2 3
7 8
6 4 7 8
6 4 7 8
7 8
7 8
12 12
12 12
13 13
51 51
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X:\dwgs\24054 OC Public Works Bldg 2 Refresh\CAD\03 CD100_10.29.2024\ 24054 A01.01 DEMOLITION PLAN.dwg
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Architect ● Seal/Signature
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Project:
Checked ByDrawn By
945 N. PENNSYLVANIA AVENUE
WINTER PARK, FLORIDA 32789
OFFICE: (407) 629-1188
FAX: (407) 388-1220
WWW. ADCINTERNATIONAL.NET
STATE OF FLORIDA
PUBLIC WORKS COMPLEX
BUILDING 2
ORANGE COUNTY CAPITAL PROJECTS DIVISION
400 E SOUTH STREET 5th FLOOR
ORLANDO, FL 32801
60% CD SET JPRL07.16.2024
90% CD SET JPRL09.25.2024
100% CD SET JPRL10.29.2024
A01.01
DEMOLITION PLAN
3/32"
KEY PLANGENERAL NOTESLEGENDKEY NOTES
AREA OF
WORK
A. CONTRACTOR TO RESTORE TO ORIGINAL CONDITION ANY FLOOR, WALL,
CEILINGS, ETC., DAMAGED DURING CONSTRUCTION OR AFFECTED BY NEW
CONSTRUCTION.
B. MAINTAIN THE CONTINUITY OF CONSTRUCTION OF ALL FIRE-RATED
ASSEMBLIES (I.E. DOORS, GYPSUM ENCLOSURES, SPRAYED FIRE PROOFING,
ETC) AT ALL EXISTING & NEW LOCATIONS INCLUDING BUT NOT LIMITED TO
STRUCTURAL COLUMNS, BEAMS, AND FLOOR SLAB.
C. COORDINATE ALL SHUTDOWNS IN UTILITY SERVICE WITH OWNER PRIOR TO
PERFORMING SHUTDOWNS IN UTILITY SERVICE PER LANDLORD RULES AND
REGULATIONS.
D. GC TO COORDINATE THE REMOVAL/RELOCATION OF EXISTING FURNITURE AND
EQUIPMENT WITH CLIENT AND PROJECT MANAGER.
E. GENERAL CONTRACTOR TO EXERCISE CARE DURING DEMOLITION IN THIS
AREA. EXISTING BACKFLOW PREVENTORS TO REMAIN. GC TO PROTECT
DURING DEMOLITION AND NEW CONSTRUCTION PROCESS.
DASHED LINES REPRESENT ITEMS
TO BE REMOVED & DISPOSED OF
AS DIRECTED BY OWNER. GC TO
VERIFY EXTENT OF DEMOLITION.
CONTINUOUS LINES DENOTE
ITEMS TO REMAIN.
DENOTES AREA OF WORK
(REFER TO KEY PLAN)
DENOTES AREA EXCLUDED FROM
SCOPE OF WORK (NIC)
UNLESS OTHERWISE NOTED ON PLANS,
EXISTING CONSTRUCTION TO REMAIN
DEMOLITION PLAN
REMOVE EXISTING FLOORING MATERIALS AND WALL BASE
CAREFULLY REMOVE ALL APPLIANCES AT BREAK ROOM AREA;
COORDINATE WITH OWNER FOR FURTHER DETAILS/STORAGE
AND/OR DISPOSAL
REMOVE EXISTING BUILT-IN MILLWORK UNIT (TOP & BOTTOM); ALL
PLUMBING LINES AND ELECTRICAL OUTLETS TO REMAIN
REMOVE EXISTING RESTROOM FLOOR TILE AND WALL TILE
THROUGHOUT INCLUDING WALL BASE
GC TO REMOVE ALL EXISTING WALLCOVERING APPLICATION
INCLUDING CORNER GUARDS; REMOVE AND CLEAN - OFF ALL
ADHESIVE FROM DRYWALL
REMOVE EXISTING PLUMBING FIXTURES
(THIS INCLUDES SINKS, TOILETS , URINALS AND SHOWER HEADS)
REMOVE EXISTING ACCESSORIES
(THIS INCLUDES MIRRORS, SOAP DISPENSERS, TRASH BINS,
PAPER TOWEL DISPENSERS, TOILET AND SEAT COVER
DISPENSERS)
EXISTING FLOOR DRAIN LOCATIONS TO REMAIN, REPLACE COVER
PLATES WITH NEW UNITS.
GC TO INSPECT FACILITIES BEFORE DEMOLITION WORK TAKES
PLACE
GC TO COORDINATE WITH FACILITIES MANAGER FOR STORAGE
AND/OR DISPOSAL OF ANY ACCESSORIES / PLUMBING FIXTURES /
APPLIANCES/ FLUSH VALVES.
LOCKERS AT RESTROOMS ARE EXISTING TO REMAIN; PROTECT
DURING DEMOLITION / CONSTRUCTION
EXISTING WALL MOUNTED LIGHT FIXTURES ABOVE SINKS TO BE
CAREFULLY REMOVED FOR INSTALLATION OF NEW WALL TILE;
UNITS TO BE REINSTALLED.
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OFFICE
AutoCAD SHX Text
AutoCAD SHX Text
SUPPLY
AutoCAD SHX Text
AutoCAD SHX Text
RECEPTION
AutoCAD SHX Text
AutoCAD SHX Text
CONFERENCE
AutoCAD SHX Text
AutoCAD SHX Text
LOBBY
AutoCAD SHX Text
AutoCAD SHX Text
CORRIDOR
AutoCAD SHX Text 199A
AutoCAD SHX Text
CORRIDOR
AutoCAD SHX Text 199B
AutoCAD SHX Text
CORRIDOR
AutoCAD SHX Text 199C
AutoCAD SHX Text
CORRIDOR
AutoCAD SHX Text
AutoCAD SHX Text
CORRIDOR
AutoCAD SHX Text 199D
AutoCAD SHX Text
WOMENS
AutoCAD SHX Text
SHOWER
AutoCAD SHX Text
AutoCAD SHX Text
MENS
AutoCAD SHX Text
SHOWER
AutoCAD SHX Text
AutoCAD SHX Text
LADDER
AutoCAD SHX Text 198A
AutoCAD SHX Text 198A
AutoCAD SHX Text
STAIR
AutoCAD SHX Text 15.00
AutoCAD SHX Text
BENCH AREA
AutoCAD SHX Text
AutoCAD SHX Text
DF
AutoCAD SHX Text
DF
AutoCAD SHX Text
DF
DF
A05.01
A02.01 A
15'-0"
2'- 0"
3 5
5 3 5
8 8
3 5
3 5
8 8
Consultant ● Seal/Signature
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X:\dwgs\24054 OC Public Works Bldg 2 Refresh\CAD\03 CD100_10.29.2024\…
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