EITB_OPD260249_Real_Time_Crime_Center_Renovation_-_Exhibit_B-Building_Plans.pdf
PDF 14 MB Posted
- Attached to
- Real Time Crime Center Renovation
- Solicitation number
- ITB# OPD/260249
- Issued by
- Marion County, Orlando City, Florida
About this file
This file set comprises architectural and engineering construction documents for a Real Time Crime Center renovation project at the Ocala Police Department (402 South Pine Avenue, Ocala, Florida 34471), issued under ITB# OPD/260249. The scope of work involves an interior remodeling and buildout of approximately 3,500 square feet within the existing police facility to create a new Emergency Operations Center/Real Time Crime Center (EOC/RTCC) with multiple specialized rooms including command centers, conference rooms, server facilities, and administrative spaces. The project requires complete mechanical, electrical, and plumbing systems installation, fire protection modifications, access flooring systems, automatic sliding entrances, and comprehensive finishes including drywall partitions, ceiling systems, flooring, and paint. A mandatory pre-bid meeting and site visit is scheduled for Monday, December 15, 2025, at 9:00 AM at the project location. The construction documents referenced include Exhibit A (Scope of Work), Exhibit B (Building Plans), Exhibit C (HVAC Plans), and Exhibit D (Photos), with detailed specifications provided across architectural, mechanical, plumbing, electrical, and fire protection drawings.
The project design is based on the 2023 Florida Building Code (8th Edition) and applicable standards including NFPA codes, NEC 2020, and local ordinances. Key mechanical systems include four new roof-top units (RTU-11 through RTU-14) ranging from 1,300 to 3,000 CFM capacity, one outside air unit (OAU-7) providing 750 CFM, and a 225-AMP UPS battery backup system for 30-minute runtime at full load located in the server room. Electrical work includes a new 100 KW UPS system with bypass capability, three electrical panels (AL4, G4, and U4 sections), SPD surge protection, and extensive lighting and receptacle distribution utilizing occupancy sensors and dimmable LED fixtures. Plumbing scope includes a new stainless steel sink with gooseneck faucet, floor drains, and connection to existing water and sewer systems. Fire protection requires modification of the existing sprinkler system per NFPA 13 standards with relocation and addition of sprinkler heads. All contractors must submit shop drawings within 30 days of contract award, coordinate with multiple trades, and perform testing, balancing, and commissioning prior to project completion. Contractors are responsible for all demolition, patching, painting, and restoration to "like new condition."
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JOSEPH A. RISPOLI, AIA
ARCHITECT, FL. LICENSE: AR95439
DIGITAL SIGNATURE
A NEW EOC RTCC FOR:
OCALA POLICE DEPARTMENT
402 SOUTH PINE AVENUE,
OCALA, FLORIDA 34471
INDEX OF DRAWINGS
BUILDING DATA
CODE REFERENCE
TYPE OF CONSTRUCTION (FBC CHAPTER 6): TYPE IIIB (UNPROTECTED & SPRINKLERED)
OCCUPANCY (FBC CHAPTER 3):
RESIDENTIAL - GROUP B - BUSINESS
GENERAL BUILDING LIMITATIONS (FBC TABLE 504.3
a
, 504.4 a, b
, & 506.2 a, b
GROUP B
TYPE IIIB - UNPROTECTED & SPRINKLED
UNDER 30'-0"
ALLOWABLE:
751'-0"
PROVIDED:
MAX HEIGHT
4MAX STORIES 2
MAX AREA
76,000 PER FLOOR
AREA OF REMODEL:
TYPE IIIB
BEARING WALLS;
EXTERIOR
INTERIOR
BUILDING ELEMENT
STRUCTURAL FRAME INCLUDING COLUMNS, GIRDERS,TRUSSES
NON-BEARING WALLS AND PARTITIONS EXTERIOR
NON-BEARING WALLS AND PARTITIONS INTERIOR
FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS
FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS
FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS-TABLE 601
A NEW EMERGENCY OPERATIONS CENTER/REAL TIME CRIME CENTER FOR OCALA POLICE DEPARTMENT, CONSTRUCTION SHALL CONSIST OF METAL STUD WALL PARTITIONS. COMPLETE MECHANICAL, ELECTRICAL &
PLUMBING SHALL BE INSTALLED IN THIS NEW TENANT. BUILDING LOCATION IS 402 SOUTH PINE AVENUE, OCALA, FLORIDA.
PERMIT DOCUMENTS BY OTHERS
1) FINAL ELECTRICAL ENGINEERING DOCUMENTS ARE TO BE PREPARED BY A FLORIDA LICENSED MASTER
ELECTRICIAN SUBCONTRACTOR AND SUBMITTED WITH THESE DOCUMENTS FOR PERMITTING. ELECTRICAL
SUBCONTRACTOR SHALL CONFIRM LOADS OF EQUIPMENT, FIXTURES, RECEPTACLES, AND APPLIANCES WITH
BOTH GENERAL CONTRACTOR AND MECHANICAL SUB CONTRACTOR PRIOR TO CONSTRUCTION.
2) THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR FINAL ENGINEERING DESIGN OF THE MECHANICAL
SYSTEMS, GAS PIPING (IF APPLICABLE), ALL MANUALS 'J', 'D', & 'N' AS REQUIRED, AND FLORIDA ENERGY CODE
COMPLIANCE FORMS. FINAL MECHANICAL ENGINEERING DOCUMENTS AND ENERGY CODE CALCULATIONS ARE TO
BE SUBMITTED FOR PERMITTING WITH THESE DOCUMENTS. MECHANICAL CONTRACTOR MUST ALSO TEST AND
BALANCE HVAC SYSTEM FOR PROPER OPERATION PRIOR TO OWNER ACCEPTANCE.
3) PLUMBING FIXTURES, FAUCETS, LIGHTING FIXTURES, SHALL BE SELECTED BY OWNER WITHIN CONTRACT
ALLOWANCE.
GENERAL CONDITIONS
A000 COVER, PROJECT INFORMATION
LIFE SAFETY PLANS
LS101 LIFE SAFETY PLAN
ARCHITECTURAL PLANS
A201D FLOOR PLAN - DIMENSIONS & TAGS
WALL SECTIONS & DETAILS
A500 TYPICAL WALL SECTIONS
A500.1 TYPICAL WALL SECTIONS
A501 INTERIOR ELEVATIONS
A502 TATE ACCESS FLOOR SYSTEM DETAILS
SCHEDULES
A601 WINDOW, DOOR SCHEDULES
INTERIOR ELEVATION
REFLECTED CEILING
A801 FIRST FLOOR - REFLECTED CEILING PLAN
SPECIFICATIONS
SP101 TATE ACCESS FLOOR SYSTEM SPECIFICATIONS
SP102 STANLEY ACCESS DOOR SYSTEM SPECIFICATIONS
SP103 STANLEY ACCESS DOOR SYSTEM SPECIFICATIONS & DETAILS
SQ104 GLASS WALL PARTITION SPECIFICATIONS
MECHANICAL
M-1 MECHANICAL LEGEND, NOTES & SPECIFICATIONS
M-2 MECHANICAL PLANS
M-3 MECHANICAL SCHEDULES AND DETAILS
MS-1 MECHANICAL LEGEND, NOTES & SPECIFICATIONS
MS-2 MECHANICAL LEGEND, NOTES & SPECIFICATIONS
PLUMBING
P-1 PLUMBING LEGEND, NOTES, SPECS & SCHEDULES
FIRE PROTECTION
FP1 FIRE PROTECTION PLAN
ELECTRICAL
E-1 ELECTRICAL LEGEND, NOTES, & SPECIFICATIONS
E-2 ELECTRICAL POWER PLANS
E-3 ELECTRICAL LIGHTING PLAN
E-4 ELECTRICAL PANEL SCEDULES
APPLICABLE CODES:
FLORIDA BUILDING CODE 2023 8th EDITION
(BUILDING, PLUMBING, FUEL & GAS, MECHANICAL & ACCESSIBILITY VOLUMES)
NEC 2020 NATIONAL ELECTRICAL CODE
FFPC 2020 7th EDITION
ASCE 7-22 EDITION
FIRE ALARM REQUIREMENTS:
(FBC 907, NFPA 72)
FIRE ALARM IS REQUIRED IN THIS BUILDING PER APPLICABLE CODES.
FIRE SPRINKLER REQUIREMENTS:
(FBC 903, NFPA 101)
FIRE SPRINKLER SYSTEM IS REQUIRED PER APPLICABLE CODES.
AREA AREA/PERSON POPULATION
BUSINESS
USE
MEANS OF EGRESS (FBC CHAPTER 10) POPULATION/ OCCUPANCY LOAD (FROM FBC - TABLE 1004.5)
REQUIRED PROVIDED
BUSINESS
300' 285'MAXIMUM TRAVEL DISTANCE FBC - TABLE 1017.2
50' N/A
2 5
MEANS OF EGRESS (FBC CHAPTER 10)
OCCUPANCY CLASSIFICATION
MAXIMUM DEAD-END CORRIDOR - FBC 1020.5
26x(0.2)=5.2"
237.5"
TOTAL # OF EXITS - TABLE 1006.3.2 & 1022 - 1027
44" 60"
EGRESS WIDTH PER PERSON LEVEL - FBC 1005.3.1 & 1005.3.2
32" 33.5" MIN
MINIMUM CORRIDOR AISLE WIDTH TABLE 1020.2
MINIMUM CLEAR OPENING OF EXIT DOORS - FBC 1010.1 - 1010.1.1
BUSINESS AREA - 3,818 ACROSS
SF OF REMODELED AREA
150 GROSS 26 PERSONS
OCCUPANT LOAD FIRE RESISTANCE RATING UNSPRINKLED
BUSINESS GREATER THAN 30 1
OCCUPANCY CLASSIFICATION
TABLE 1020.1 CORRIDOR FIRE RESISTANCE RATING
3818 SF
COMMON PATH OF EGRESS TRAVEL 75' LESS THAN 75'
AREA OF WORK
KEY PLAN
DEMOLITION
1. ROOM 300
1.1. REMOVE MOP SINK
1.2. REMOVE TRASH CHUTES (FROM SECOND TO FIRST FLOORS)
1.3. REMOVE GYP BOARD WRAP FROM COLUMNS AND ASSOCIATED FRAMING
1.4. REMOVE VIDEO LIGHT CONTROL CONTROLLER
1.5. REMOVE LIGHT FIXTURES AND STORE ONSITE FOR RELOCATION
1.6. REMOVE (2) TWO SOUNDPROOF ROOMS; STORE (1) ONE IN ROOM 300; REINSTALL (1) IN
ROOM 300
2. ROOMS 199 AND 200
2.1. REMOVE EXISTING WALL DIVIDING THE TWO ROOMS AND ALL ASSOCIATED DOOR AND
ELECTRICAL
2.2. REMOVE EXISTING CEILING IN ROOM 199
2.3. REMOVE (2) TWO EXISTING SOUNDPROOF ROOMS
2.4. REMOVE EXISTING CARPET AND STORE IN ROOM 300
PROPOSED CONSTRUCTION
3. NEW EOC/RTCC OFFICES
3.1. ROOM 300
3.1.1. ADD LEFT-HAND DOOR FROM HALL 201
3.1.2. ADD DOOR ACCESS CARD READER
3.1.3. MOVE LIGHT SWITCH FOR EXITING AREA LIGHTS (EXISTING) TO ADDED DOOR
LOCATION
3.1.4. RELOCATE FIRE STROBE LIGHT - HALL 201
3.1.5. RELOCATE CAMERA - HALL 201
3.2. 6" RAISED ACCESS FLOORING
3.2.1. ROOMS 301, 303, 304, 305, 306, 307, 308, 309, 310, 311
3.3. ROOM 301 E.O.C.
3.3.1. CARPET TILE FLOORING
3.3.2. VIDEO WALL COMPONENTS LOCATIONS SUPPLIED BY CONSTANT TECHNOLOGIES
(CAT6 POWER LOCATIONS LAYOUT)
3.3.3. FILLER WALL BY ROOM 309 ADJACENT TO ROOM 200
3.4. ROOM 302 OFFICE/STORAGE
3.4.1. SEE PLAN FOR SIZE
3.4.2. 36" RIGHT-HAND SWING DOOR
3.5. ROOM 303 CONFERENCE ROOM
3.5.1. SEE PLAN FOR SIZE
3.5.2. (2) GLASS WALLS: SOUTH AND WEST
3.5.3. 36" LEFT-HAND SWING DOOR - FULL GLASS (MATCH GLASS WALL MATERIAL) NO
MORTISE LOCK
3.6. ROOM 304 UTILITY CLOSET
3.6.1. 3'-8" DEEP ; LINE UP WITH ADJACENT WALL (1')
3.6.2. DOUBLE DOORS; NO LOCK
3.6.3. 17' X 1' WALL; COVER PIPES ADD DOOR; NO LOCK IN FRONT OF FIRE PANEL
3.7. ROOM 305 INTEL
3.7.1. SEE PLAN FOR SIZE
3.7.2. 36" RIGHT-HAND SWING DOOR
3.7.3. WALK-THRU OPENING BETWEEN ROOMS 305 AND 308
3.7.4. ADD COLUMN WALL FROM COLUMN TO WEST WALL
3.8. ROOM 306 E.O.C. SERGEANT
3.8.1. SEE PLAN FOR SIZE
3.8.2. 36" LEFT-HAND SWING DOOR WITH LOCK
3.8.3. GLASS WINDOW 4' X 6' STEEL FRAME TO MATCH EXISTING IN BUILDING
3.9. ROOM 307 E.O.C. LIEUTENANT
3.9.1. SEE PLAN FOR SIZE
3.9.2. 36" RIGHT-HAND SWING DOOR WITH LOCK
3.9.3. GLASS WINDOW 4' X 6' STEEL FRAME TO MATCH EXISTING IN BUILDING
3.10. ROOM 308 CAMERA TECHNICIAN
3.10.1. SEE PLAN FOR SIZE
3.10.2. 36" RIGHT-HAND SWING DOOR
3.11. ROOM 309 BREAK ROOM
3.11.1. SEE PLAN FOR SIZE
3.11.2. WALK-THRU OPENINGS (NO DOORS)
3.11.3. BASE AND OVERHEAD CABINETS
3.11.4. STANDARD 36" REFRIGERATOR OPENING WITH WATER
3.11.5. 8" DEEP STAINLESS STEEL SINK
3.11.6. UNDER COUNTER ICE MAKER
3.11.7. FLOOR DRAIN UNDER ICE MAKER
3.12. ROOM 310 MAIN ENTRY/FOYER
3.12.1. SEE PLAN FOR SIZE
3.12.2. A PAIR OF 24" GLASS SLIDING DOORS WITH AUTO OPEN FROM CARD ACCESS
CONTROL WITH FROSTED GLAZING
3.12.3. 4' POLICE EMBLEM IN TILE FLOOR
3.12.4. ADD DOOR ACCESS CARD READER IN ROOM 203 8' FROM DOOR ON RIGHT SIDE
WALL
3.12.5. MOTION SENSOR TO EXIT E.O.C. FROM ROOM 310
3.12.6. 6" RAISED FLOOR RAMP
3.13. ROOM 311 EXIT DOOR AREA
3.13.1. SEE PLAN FOR SIZE
3.13.2. REPLACE DOOR - CORE, KEEP CARD READER
3.13.3. FLOOR - DOWN RAMP, CARPET AT END OF RAMP TO MATCH HALL
3.13.4. REWIRE LIGHT SWITCH FOR E.O.C. LIGHTS. 3 ZONE LIGHT - CENTER, SIDES AND
VIDEO WALL - ALL DIMMABLE
3.14. ROOM 312 FOYER
3.14.1. SEE PLAN FOR SIZE
3.14.2. ADD DOOR HANDLE AND LOCK TO DOOR
3.14.3. ADD WALK THRU FOR POLYGRAPH ROOM TO SIDE UP IN 300 RM
3.14.4. ADD ACCESS CARD READER FOR THIS DOOR ON HALLWAY SIDE
3.15. ROOM 313 POLYGRAPH OFFICE
3.15.1. SEE PLAN FOR SIZE
3.15.2. LH DOOR SWING
3.16. ROOM 314 POLYGRAPH ROOMS
3.16.1. REINSTALL 1 SOUNDPROOF ROOM, STORE SECOND ROOM IN 300 ROOM-WHISPER
ROOM
3.17. ROOM 199, 200
3.17.1. NEW CEILING GRID WORK AND TILES (BLACK)
3.17.2. CEILING HEIGHT 120" APPROX
3.17.3. SINGLE LIGHT SWITCH
3.17.4. NEW CARPET
3.17.5. NEW - IN NORTH WALL 36"X60" WITH METAL FRAME-MATCH EXISTING WINDOW IN
BUILDING. IN WALL OF RM 310.
3.17.6. INSTALL SERVER RACK SEE RACK LAYOUT
3.18. CEILING
3.18.1. CEILING GRID-ACCOMMODATE FOR 24"X24" LAY IN TILE, (ALL BLACK TILES AND GRID
WORK)
3.18.2. ROOMS 301, 309 CEILING HEIGHT AT 162" APPROX. ABOVE VIDEO WALL SCREEN.
3.18.3. ROOMS 302, 303, 305, 306, 307, 308, 312, 313, CEILING HEIGHT AT 108" APPROX.
3.18.4. ROOM 312, WHITE AND GRID WORK.
3.18.5. RM 310 108" FOR 20' THEN ANGLE UP TO RM 301 AT 162" AT OR BEFORE RM 200
CORNER. APPROX.
3.19. ELECTRICAL
3.19.1. NATIONAL ELECTRICAL CODE
3.19.2. POWER VOLTAGE: 1) 460VOLT HVAC ROOF TOP UNITS, POWER FROM RM 58 TO
UNITS. 2) 208/240 VOLT 3 PHASE PANELS. 3) 120 VOLT PANELS.
3.19.3. 3 FORMS OF POWER: BUILDING POWER, GENERATOR POWER, U.P.S. BATTERY
BACKUP
3.19.4. NEW GENERATOR AND ELECTRICAL PANEL INSTALLED IN RM 304
3.19.5. NEW 225 AMP U.P.S. PANEL LOCATED IN RM 200
3.19.6. LIGHTING - ALL ROOMS: 1) ALL LED WITH DIMMABLE FIXTURES - 2'X4' LAY IN. 2) 3
LIGHTING CIRCUITS IN ROOM 301. 3) DIMMABLE SWITCHES IN ALL LOCATIONS.
3.19.7. ELECTRICAL - RECEPTACLES: 1) QUADS IN RAISED FLOOR AT EACH CENTER DESKS
(8) - RM 301. 2) STANDARD IN ALL OFFICES AND CONFERENCE ROOM. 3) ROOM 301 -
VIDEO WALL 16 QUADS - NORTH WALL. 4) 6 - DUPLEXS BETWEEN CABINETS AND
VIDEO WALL. 5) ROOM 308-4 EXTRA DUPLEX - EVENLY SPACED OUT WITH
STANDARDS.
3.20. GENERATOR POWER FOR UPS POWER BATTERY BACKUP
3.20.1. GALAXY - GVS 50K MODULAR U.P.S. BATTERY BACKUP FOR 30 MINUTES RUN TIME
AT FULL LOAD.
3.20.2. NEW 208/240 VOLT FEED FROM ROOM 58 (FROM MAIN ELECTRICAL ROOM)
3.20.3. 225-AMP PANEL AND DISCONNECT LOCATE IN 200 RM.
3.20.4. GENERATOR PROVIDE TO: 1) RECEPTACLES; 1 IN EACH OFFICE, 8 IN RM 305, 4 IN RM
308, RM 309 ALL AT STANDARD HEIGHT (KITCHEN)
3.20.5. HVAC FOR RM 200 - 100% BACKUP COOLING.
3.20.6. HVAC E.O.C/RTCC RM 301 THROUGH 311
3.20.7. ALL LIGHTS - EXCEPT RM 200, 301, 312, 313, 314, 310.
3.20.8. U.P.S. PROVIDE POWER TO: VIDEO WALL, RM301, 200 - ALL/ EVERYTHING.
RECEPTACLES-SINGLE GANG BOXES-MOUNTED ABOVE SERVER RACKS ON
ELECTRICAL BAR RACKS. 4- 20 AMP CIRCUITS ABOVE EACH RACK - 4 SINGLE GANG
BOX.
3.20.9. RM 310 AUTO SLIDING GLASS ENTRY DOORS, RM303 ALL, LIGHTS ROOM 301, 305,
310.
3.21. DATA AND PHONE JACKS
3.21.1. ALL CABLE - RUN ABOVE CEILING. EXCEPT RM 301 - CENTER WORKSTATION (14)
UNDER FLOOR.
3.21.2. DATA CABLES PULLED TO ROOM 200: 1) 1 CAT6 DATA CABLE - CENTER OF RM 301
CEILING TO RM 200 FOR Wi-Fi CONNECTION. 2) VIDEO WALL 32 SINGLE CAT6 - EACH
VIDEO SCREEN.
3.21.3. POHONE CABLES PULLED TO ROOM 168.
3.21.4. 1 POHONE AND 2 DATA CAT6 FOR EACH LOCATION-TERMINATED AT WALLS
OUTLETS AND FLOOR OUTLETS AND INTO SWITCH CONTRACTOR PROVIDES. 1)
ROOM 301 LOCATIONS EACH DESK AND 1 CENTER LOCATION IN FLOOR (14). 2) 2
JACK LOCATION IN ROOMS 302, 306, 307, 308, 313, 314. 3) ROOM 303 - 1 JACK IN
FLOOR, 1 JACK ON EAST WALL BEHIND VIDEO SCREEN. 4) ROOM 305-8 JACKS, WEST
AND SOUTH WALLS. 5) ROOM 301, 305-JACK AT COPIER LOCATION.
3.21.5. CABLE CHASE-CEILING TO RAISED FLOOR LOCATE IN RM 304.
3.22. CARD ACCESS READER (MORSE COMMUNICATIONS CONTRACTOR)
3.22.1. 1 CAT6 DATA CABLE - CENTER OF RM 301 CEILING TO RM200 FOR Wi-Fi
CONNECTION.
3.22.2. VIDEO WALL 32 SINGLE CAT6 - EACH VIDEO SCREEN
3.22.3. PHONE CABLES PULLED TO ROOM 168.
3.22.4. 1 PHONE AND 2 DATA CAT6 FOR EACH LOCATION-TERMINATED AT WALLS OUTLETS
AND FLOOR OUTLETS AND INTO SWITCH CONTRACTOR PROVIDES. ROOM 301
LOCATIONS EACH DESK AND 1 CENTER LOCATION IN FLOOR (14). 2) JACK LOCATION
IN ROOMS 302, 306, 307, 308, 313, 314. 3) ROOM 303 - 1 JACK IN FLOOR, 1 JACK ON
EAST WALL BEHIND VIDEO SCREEN. 4) ROOM 305 - 8 JACKS, WEST AND SOUTH
WALLS. 5) ROOM 301, 305- JACK AT COPIER LOCATION.
3.22.5. CABLE CHASE - CEILING TO RAISED FLOOR LOCATE IN RM 304.
3.23. CARD ACCESS READER (MORSE COMMUNICATION CONTRACTOR)
3.23.1. INGRATE WITH EXISTING CONTINENTAL PROGRAM CONTROL SOFTWARE.
3.23.2. ADD 1 ACCESS DOOR PANEL IN ROOM 168.
3.23.3. NEW CARD READER-ROOMS 203, 201, 312, 305, 308 WITH REMOTE DOOR OPENER
3.23.4. CONTROL WIRE FROM DOORS TO RM 168. CONTRACTOR PROVIDES CONTROLLER
PORTS.
3.24. FIRE SYSTEM - SPRINKLERS (OCALA BACKFLOW)
3.24.1. NFPA 13 CODE APPLY ACCORDING TO E.O.C. PRINT LAY-OUT.
3.25. FIRE SYSTEM - PROPRIETARY SYSTEM (JACKSONVILLE SOUND)
3.25.1. NFPA 72FIRE CODE APPLY- ACCORDING TO ECO PRINT LAY-OUT.
3.25.2. EDWARDS PANEL-EST CERTIFIED COMPANY
3.25.3. SMOKE/HEAT DETECTORS/STROBES
3.25.4. HVAC DETECTOR DUCT TEST CONTROLS SWITCHES LOCATED IN RM 304.
3.25.5. MEET ALL CITY, STATE FIRE CODE
3.25.6. MATCH EXISTING DEVICES IN THIS AREA
3.26. HVAC
3.26.1. UNITS LOCATED OVER/NEAR SUPPORT COLUMNS: MEET ALL CITY COMERCIAL
MECHANICAL CODE REQUIREMENTS. RTU UNITS LABEL PER PRINT. RTU UNITS
CURBS SEAL WITH ROOF SEALANT- SAME AS CURRENT MATERIAL- WITH ANTI-SLIP
MATERIAL AROUND. SIZE ACCORDING TO HEAT LOAD IN WORKING AREA. METAL
DUCTWORK WITH FLEX DUCT TO DIFFUSERS. ADD RETURN AND SUPPLY
DUCTWORK FOR POLYGRAPH AND ROOM FOYER.
3.26.2. SUPPLY DIFFUSERS WITH DAMPERS. DAMPERS LOCATED AT MAIN SUPPLY LINE
3.26.3. AIR RETURN IN EACH OFFICE/ROOM
3.26.4. INTEGRATE WITH EXITING HONEYWELL COMPUTER CONTROL PROGRAM
3.27. HVAC - SERVER ROOM 199, 200
3.27.1. 100% BACKUP COOLING
3.27.2. MEET ALL CITY COMMERCIAL CODE REQUIREMENTS.
3.27.3. SIZE ACCORDING TO HEAT LOAD IN SERVER AREA
3.27.4. INTEGRATE WITH EXITING HONEYWELL CONTROL PROGRAM.
3.27.5. INSTALL THE NEW UNITS GRAPHICS TO PROGRAM AND OPD 1754 COMPUTER.
3.28. DOOR LOCKS
3.28.1. YALE MORTIS LOCKS MATCH EXISTING.
3.28.2. YALE GRAND MASTER KEY SYSTEM. MUST BE A REGISTERED YALE DEALER.
3.29. CORNER WALL PROTECTORS
3.29.1. OUTSIDE CORNERS- LIGHT GREY- MATCH EXISTING
3.30. NEW CARPET AND VINYL BASE BOARDS
3.30.1. ALL ROOMS: 200, 301, 302, 303, 304, 305, 306, 307, 308, 311, 312, 313, 314
3.31. TILE FLOORS WITH TILE BASE BOARDS
3.31.1. ROOM 310 DOOR TO RAMP
3.31.2. ROOM 309
3.32. ROOM WALL PLATES
3.32.1. RM # AND INSERT FOR NAMES-MATCH EXISTING IN BUILDING
3.33. MATERIALS / DESCRIPTION
3.33.1. CARPET-MILKEN CARPET PANELS
3.33.2. MATCH EXISTING CARPET COLOR - OPEL
3.33.3. SHERWIN WILLIAMS PAINT: 1) WALLS - SATIN SUPER PAINT #1256.
2) DOOR JAMB - #PD BLUE - OIL BASE.
3.33.4. NAVY VINYL BASE BOARD - JOHNSONITE
3.33.5. 5/8" SHEETROCK
3.33.6. STEEL FRAME STUDS
3.33.7. ELECTRICAL CONDUIT
3.33.8. ANTIBACTERIAL CEILING TILE - BLACK
3.33.9. DOOR STAIN - MATCH EXISTING DOORS IN BUILDING.
3.33.10. SOLID DOOR - 3 HINGE - STEEL JAMB - MATCH EXISTING.
3.33.11. AMERICAN LOUVER COMPANY - A/C: 1) BLACK CONE DIFFUSER WITH
DAMPER FOR SUPPLY LAY-IN. 2) BLACK RETURN AIR LAY-IN GRILLS.
3.33.12. LED LIGHTING FIXTURE 2'X4' DIMMABLE WITH DIMMABLE SWITCHES
3.33.13. 7 YEAR WARRANTY OR LONGER ON LIGHTING FIXTURES
3.33.14. STAINLESS STEEL ELECTRICAL COVER PLATES - ALL.
SCOPE OF WORK
Exhibit B
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1097 865
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PL
AN
TE
R planter copier/fax
637 S.F.
FUTURE
EXPANSION
FUTURE EXPANSION BAY
2390 S.F.
kit ch en et te
UP
UP
pub lic tel e
UP
UP
planter
CONTROL
TABLE
planter planter
UP
RAMP
UP
HC
DN
UP
REINSTALL POLYGRAPH EQUIPMENT
AND SOUNDPROOFING (WHISPER
ROOMS) AS SPECIFIED BY THE OWNER.
E.O.C.
CAMERA TECH.
E.O.C. LT.
INTEL SGT.
INTEL
UTILITY CLOSET
EXIT CORR.
ELEV EQUIP
ELEV #2
ALTN #2
27r @ 7.11 t @ 10"
SERVER ROOM
CONFERENCE ROOM
OFFICE/STORAGE
302 FISCAL MANAGER
FISCAL TECHS
FILE ROOM
CONFERENCE ROOM
DEPUTY CHIEF
CONFERENCE ROOM
POLICE CHIEF
SECR AREA
FILES
CHIEF'S SECT
SCHOOL RESOURCE/
YOUTH SERVICES
WORKROOM/ STOR
CONFERENCE
CORR.
ADMIN LOBBY
SECR RECEP.
ADMIN
SERVICES
MAJOR
CRIME
PREVENTION/
WORKROOM
100D
COVERED
EMPLOYEE
ENTRANCE
PUBLIC COMMUNITY
ACTIVITY ROOM (150)
MAIN ENTRY
SECR AREA
ADMIN
SERVICES
LIEUT
EXEC OFFICER
FUTURE
EXPANSION
1512 S.F.
FOYER
POLIGRAPH BOOTH
BREAK ROOM
PROFESS
STANDARDS
OFFICER
PROFESS
STANDARDS
ASSIST
MAIL RM
CORRIDOR
CORR
WORK STATION
LIBRARY
WORK STATION
RESOURCE SECT
CORR
STOR
STOR
166A
LOGG'G/
RECORD'G
LOCKERS/COPY RM
STOR
800 MG
COORD
EMERGENCY
OPERATION
CENTER
RESOURCE
DEVELOP
SUPERV
STOR
SERVICE
COUNTER
STOR
DRESS'G
DRESS'G
TEST TRAP
ARMORY
E.S.U. LOCKERS
E.S.U. AMMO
STOR
EMPLOYEE LOUNGE
CORR
160A
FIREARMS
TRAINING
AMMO STOR
COV SMOKING TERRACE
100A
LOADING DOCK
100B
RECEIVING RM
SUPPLY RM STORAGE
SUPPLY SUPERVISOR
SUPPLY FILES
SUPPLY CLERK
FIREARMS
TRAINING
STOR
ASSMT. RM
ASSMT. RM
ASSMT. RM
CORR
A/V STOR
CONFERENCE/
WEAPONS
SIM. RM.
LIEUT OFFICE
INVEST SERV. MAJOR
CORR
INVEST
RECEP/ SECT
WAIT
VICTIM/
WITNESS
ADVOCATE
WAIT
CORR
CORR
SGT. OFFICE
C.V.S.A.
FUTURE
SOFT RM
OBSERV
'SOFT' RM
COMMUNITY
AFFAIRS
OFFICE
CORR
COPY ROOM
PRINTERS
RECORDS
SUPERVISOR
RECEPT/ SERV CTR
RECORDS WAITING
FINGER PRINT
RECORD'S
CLERK
WORKROOM
CORR
INTERVIEW
INTERVIEW
INTERVIEW
INTERVIEW
LARGE CONFERENCE RM
MAJOR CASE WORKROOM
EQUIP STOR
ARCHIVAL RECORDS STORAGE
COV RECORDS PICK-UP
100C
STAGE
U.P.S./ TELEPH/
911 EQUIP RM
LOUNGE
CONFERENCE/
C.A.D. TRAIN'G
INFO. SYS.
OFFICE
SUPPLY ROOM/
WORKROOM
COMPUTER ROOM
FIREPROOF LOCKER
INFO. SYSTEMS
MAIN WORKROOM
W
VEST
M
VEST
W
M
SUPPLY STOR.
DISP. STOR.
FILE STOR.
CORR
PREP CTR
STOR
FOYER
JAN
PUBLIC
MEN
PUBLIC
WOMEN
PUBLIC
VIEWING
COVERED
ENTRY
DETECTIVE
WORKROOM
TRAINING ROOM 136
TIERED SEATING W/ DESKS
SECURITY CONSOLE
COMMUNICATIONS CENTER
X-IMAGE RM
COMM
SUPERVISOR
COMMUN
ADMIN OFFICE
PERSONNEL WORKROOM
WIRING CLOS
PUBLIC LOBBY ROTUNDA
SPECIAL OPS.
TESTING CARRELS
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
AREA OF WORK
214' TTD
244' TTD
191' TTD
FE
33.5" CLR.
(167) PERSONS
3'-0"
36" - 2.5" =
33.5" CLR.
2.5" = 1.75" DOOR
+ .75" STOP
33.5" / 0.2 =
167.5
167 PERSONS
DOOR CAPACITY
DOOR CAPACITY
OCCUPANT LOAD
MAXIMUM ALLOWABLE TRAVEL
DISTANCE ALLOWABLE 200'
NEW EMERGENCY LIGHT ON BATTERY
PACK - UNLESS NOTED OTHERWISE
NEW FIRE EXTINGUISHER WALL MOUNTED
10LB. 4A:80B:C - UNLESS NOTED
OTHERWISE
TTD = TOTAL TRAVEL DISTANCE
(EGRESS PATH)
82' TTD
DIRECTION
OF TRAVEL
68.5" CLR.
(342) PERSONS
6'-0"
72" - 3.5" = 68.5"
CLR.
3.5" = 1.75" DOOR x 2
68.5" / 0.2 =
342.5
342 PERSONS
NEW 2' X 2' EMERGENCY LED LIGHTING FIXTURE
WITH INTEGRAL 90 MINUTE BATTERY PACK -
UNLESS NOTED OTHERWISE
SEE REFLECTED CEILING PLAN FOR LOCATIONS
SYMBOL LEGEND
SQ. FT. DATA
REMODELED AREA: 2491 SQ. FT.
EXISTING AREA TO REMAIN 5787 SQ. FT.
GRAND TOTAL 8278 SQ. FT.
NEW EXIT LIGHT W/ BATTERY PACK CHECK
FOR PROPER OPERATION REPLACE AS
REQUIRED - UNLESS NOTED OTHERWISE
NEW COMBINATION EXIT SIGN &
EMERGENCY LIGHT WITH BATTERY PACK -
UNLESS NOTED OTHERWISE
GENERAL NOTES
1. PROVIDE CORRECT EGRESS PATH DIRECTION AND CLEAR
EGRESS VISIBILITY OF ALL EXIT SIGNAGE LIGHTING. PROVIDE
NEW EXIT SIGNAGE, EMERGENCY LIGHTING AND FIRE
EXTINGUISHERS AS SHOWN ON PLAN.
2. ALL NEW FIRE EXTINGUISHERS TO BE CLASS "ABC" UNLESS
SPECIFIED OTHERWISE BY FIRE MARSHAL ALL NEW & EXISTING
FIRE EXTINGUISHERS TO BE TESTED, WORKING PROPERLY AND
WITHIN CORRECT OPERATIONAL DATE, TYPICAL.
3. IF APPLICABLE EXISTING FIRE EXTINGUISHERS SHALL BE
TESTED & TAGGED PRIOR TO C.O. OR REPLACE IF REQUIRED
TYP.
4. IF APPLICABLE VERIFY ALL EXISTING EMERGENCY EMMER LT
LIGHTS & EXIT SIGNS ARE IN WORKING CONDITION REPLACE AS
REQUIRED TYP.
5. IF APPLICABLE FIXED SEATING DIAGRAM SHALL BE POSTED IN A
CONSPICUOUS LOCATION. A SEATING CHANGE CAN'T BE MADE
WITHOUT PRIOR APPROVAL FROM THE FIRE MARSHAL.
6. OCCUPANT LOAD SIGN SHALL BE PLACED IN A CONSPICUOUS
LOCATION.
167 16
FE
EX
EX
EM
EM
45.5" CLR.
(227) PERSONS
4'-0"
48" - 2.5" =
45.5" CLR.
2.5" = 1.75" DOOR
+ .75" STOP
45.5" / 0.2 =
227 PERSONS
AREA NOT IN CONTRACT HATCH
FLOOR PLAN HATCH LEGEND
ACCESS FLOOR SYSTEM. SEE
SP101 FOR SPECIFICATIONS
SHEET NO.
PROJECT NO.DRAWN
CHECKED DATE
AL
L R
IGH
TS
RE
SE
RV
ED
, TH
ES
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PL
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PR
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D B
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D U
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10.01.25
2446RAA
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CRI
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CEN
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C A
L A
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L O
R
ID
A
JOSEPH A. RISPOLI, AIA
ARCHITECT, FL. LICENSE: AR95439
DIGITAL SIGNATURE
LS101
SCALE: 3/16" = 1'-0" (PRINTED @ 24X36)
LIFE SAFETY PLAN -
SCALE: NTS = (PRINTED @ 11X17)
D1
1 2 3 4 5 6 7
E
F
G
H
DN
UP
REF
ICE
REINSTALL POLYGRAPH EQUIPMENT
AND SOUNDPROOFING (WHISPER
ROOMS) AS SPECIFIED BY THE OWNER.
E.O.C.
CAMERA TECH.
E.O.C. LT.
INTEL SGT.
INTEL
UTILITY CLOSET
EXIT CORR.
ELEV EQUIP
ELEV #2
ALTN #2
27r @ 7.11 t @ 10"
SERVER ROOM
CONFERENCE ROOM
OFFICE/STORAGE
302 FISCAL MANAGER
FISCAL TECHS
ADMIN
SERVICES
MAJOR
MAIN ENTRY
SECR AREA
ADMIN
SERVICES
LIEUT
FUTURE
EXPANSION
1512 S.F.
FOYER
POLIGRAPH BOOTH
BREAK ROOM
PROFESS
STANDARDS
OFFICER
PROFESS
STANDARDS
ASSIST
MAIL RM
CORRIDOR
CORR
CONFERENCE/
INFO. SYS.
OFFICE
SUPPLY ROOM/
WORKROOM
COMPUTER ROOM
FIREPROOF LOCKER
INFO. SYSTEMS
MAIN WORKROOM
W
VEST
M
VEST
W
M
SUPPLY STOR.
SPECIAL OPS.
TESTING CARRELS
10'-0"
10'-8" 5'-5" 9'-2" 22'-8"
22'-4"
9'-4"
5'-0"
2'-4"3'-0"3'-4"
1'-4"
7'-6"
4'-0" OPENING
VERIFY WITH
POLYGRAPH
BOOTH DOOR
LOCATION
RAMP UP
1:12 SLOPE MAX
R A
M P
U
S
L O
M
A X
3'-8" 3'-0"
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
F R O N T
A/ V
RA
CK
AREA NOT IN CONTRACT
ACCESS FLOOR SYSTEM. SEE
SP101 FOR SPECIFICATIONS
FLOOR PLAN HATCH LEGEND
1 2 3 4 5 6 7 8 9 10 a
B
C
D
E
F
G
H
8A 9A
A
B
C
D
E
F
G
G1
H
1097 865
CONTROL
TABLE WALL TYPE LEGEND
GRAND TOTAL
3,500
SQ. FT.
INTERIOR NON-LOAD BEARING PARTITION WALL
CONSISTING OF:
5/8" TEXTURED PRIMED & PAINTED GYP BD. ON EA.
SIDE OF 3-5/8" 20ga METAL STUDS AT 16" O.C. W/ (1)
3-5/8" METAL TOP PLATES AND (1) 3-5/8" GALV METAL
BASE PLATE SECURED TO CONC. SLAB
NOTE: SHADING INDICATES NEW WALLS
EXISTING WALLS TO REMAIN SHEET NO.
PROJECT NO.DRAWN
CHECKED DATE
AL
L R
IGH
TS
RE
SE
RV
ED
, TH
ES
E
PL
AN
S A
RE
PR
OT
EC
TE
D B
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CO
PY
RIG
HT
LA
W S.
UN
AU
TH
OR
IZE
D U
SE
M
AY
RE
SU
LT
IN
LEG
AL
AC
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N.
CO
PY
RIG
HT
RE
VI
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O
N S
10.01.25
2446RAA
RAA
CO
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AG
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EN
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E, O
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LA
, F
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(3
) 6
-0
W W
W .R
IS
PO
LI
AR
CH
IT
EC
T.
CO
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JO
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SP
O
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AR
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FO
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OCA
LA P
OLI
CE D
EPA
RTM
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- RE
AL T
IME
CRI
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CEN
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O U
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P
IN
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N U
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C A
L A
F
L O
R
ID
A
JOSEPH A. RISPOLI, AIA
ARCHITECT, FL. LICENSE: AR95439
DIGITAL SIGNATURE
A201D
SCALE: 3/16" = 1'-0" (PRINTED @ 24X36)
FLOOR PLAN - DIMENSIONS
SCALE: NTS = (PRINTED @ 11X17)
NOTE:
CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS,
DEMOLITION CONTRACTOR MUST COORDINATE WITH PLUMBING CONTRACTOR PRIOR TO
CONSTRUCTION AS TO VERIFY EXACT PIPING ROUTING, ALSO REVIEW PLUMBING
ENGINEERS DRAWINGS.
D1
D3
D5
D4
D6
D2
D7 D8
D9
A500
NOT IN CONTRACT
D10
D11
A501
A500.1
A501
A501
AREA OF WORK
KEY PLAN
A501 SIM
A501
A501
W1
W1
SP104
A501
A500.1
A500
W1
24" X 24" ACOUSTICAL LAY-IN
CEILING TILES AND GRID
(SEE REFLECTED CEILING PLAN)
EL. + 109'-6" CLG HT.
EXISTING ROOF DECK
EL. +100'-0" ASSUMED FIN. FLR.
CONC. SLAB - SEE STRUCTURAL PLANS
FINISHED FLOOR SEE FINISH SCHEDULE
(2) 3-5/8" x 1-5/8" x 20GA. METAL "C" STUD
MECHANICALLY ATTACHED TO BAR JOISTS @
48" O.C. W/ L30 CLIP BY SIMPSON STRONG TIE
ATTACHED TO BAR JOIST AS PER MANUF.
INSTRUCTIONS
MAX TRACK® SLOTTED DEFLECTION
TRACK SECURED TO ROOF DECK WITH
FAST CLIP DEFLECTION SCREWS
MAINTAIN 1/2" GAP BETWEEN ROOF
DECK & TOP OF METAL STUD
5/8" TEXTURED & PAINTED
GYP. BD. ON EA. SIDE
3-5/8"X 1-5/8" 20 GA. GALV. MTL.
STUDS @ 16" O.C. BY CLARK
DIETRICH OR ARCHITECT APPROVED
EQUAL
L30 CLIP BY SIMPSON STRONG TIE ATTACHED
TO EXISTING BAR JOISTS AS PER MANUF.
INSTRUCTIONS
EXISTING BAR JOISTS
45° KNEE BRACE STAGGERED @ 48" O.C.
NOTE:
ALL LIGHT GAUGE METAL FRAMING
SHALL BE GALVANIZED
EXISTING ROOF SYSTEM
EL. + 100'-6" FIN.
ACCESS FLOOR SYSTEM
ACCESS FLOOR SYSTEM
1-1/2" CRC LATTERAL BRIDGING
(2) ROWS MIN. TYP. SECURE @ EA.
END & @ EA. STUD TYP. (LOAD
BEARING WALLS ONLY)
EL. + 113'-6" CLG HT.
T.O. BEAM (V.I.F.)
GLASS WALL BY
STEELCASE; SEE
SPECIFICATIONS ON
SP104
SECURE GALV. METAL BOTTOM CHANNEL TRACK
W/ 3/4" PIN ANCHORS AS PER ASTM STANDARDS
FOR NON LOAD BEARING WALLS
3-5/8" X 1-5/8" 20 GA. GALV.
METAL BOTTOM CHANNEL
TRACK BY CLARK DIETRICH
OR ARCHITECT APPROVED
EQUAL
3-5/8"X 1-5/8" 20 GA. GALV. MTL.
STUDS @ 16" O.C. BY CLARK
DIETRICH OR ARCHITECT
APPROVED EQUAL
5/8" TEXTURED & PAINTED
GYP BD.
BASE SELECTED BY OWNER
24" X 24" ACOUSTICAL LAY-IN
CEILING TILES AND GRID
(SEE REFLECTED CEILING PLAN)
EL. + 109'-6" CLG HT.
EXISTING ROOF DECK
EL. +100'-0" ASSUMED FIN. FLR.
CONC. SLAB - SEE STRUCTURAL PLANS
FINISHED FLOOR SEE FINISH SCHEDULE
(2) 3-5/8" x 1-5/8" x 20GA. METAL "C" STUD
MECHANICALLY ATTACHED TO BAR JOISTS @
48" O.C. W/ L30 CLIP BY SIMPSON STRONG TIE
ATTACHED TO BAR JOIST AS PER MANUF.
INSTRUCTIONS
MAX TRACK® SLOTTED DEFLECTION
TRACK SECURED TO ROOF DECK WITH
FAST CLIP DEFLECTION SCREWS
MAINTAIN 1/2" GAP BETWEEN ROOF
DECK & TOP OF METAL STUD
5/8" TEXTURED & PAINTED
GYP. BD. ON EA. SIDE
3-5/8"X 1-5/8" 20 GA. GALV. MTL.
STUDS @ 16" O.C. BY CLARK
DIETRICH OR ARCHITECT APPROVED
EQUAL
L30 CLIP BY SIMPSON STRONG TIE ATTACHED
TO EXISTING BAR JOISTS AS PER MANUF.
INSTRUCTIONS
EXISTING BAR JOISTS
45° KNEE BRACE STAGGERED @ 48" O.C.
A
A302
NOTE:
ALL LIGHT GAUGE METAL FRAMING
SHALL BE GALVANIZED
EXISTING ROOF SYSTEM
EL. + 100'-6" FIN.
ACCESS FLOOR SYSTEM
ACCESS FLOOR SYSTEM
1-1/2" CRC LATTERAL BRIDGING
(2) ROWS MIN. TYP. SECURE @ EA.
END & @ EA. STUD TYP. (LOAD
BEARING WALLS ONLY)
A
EL. + 113'-6" CLG HT.
T.O. BEAM (V.I.F.)
SHEET NO.
PROJECT NO.DRAWN
CHECKED DATE
AL
L R
IGH
TS
RE
SE
RV
ED
, TH
ES
E
PL
AN
S A
RE
PR
OT
EC
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D B
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CO
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RIG
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LA
W S.
UN
AU
TH
OR
IZE
D U
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N.
CO
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RE
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10.01.25
2446RAA
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, F
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(3
) 6
-0
W W
W .R
IS
PO
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CO
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FO
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OCA
LA P
OLI
CE D
EPA
RTM
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- RE
AL T
IME
CRI
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CEN
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O U
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N U
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C A
L A
F
L O
R
ID
A
JOSEPH A. RISPOLI, AIA
ARCHITECT, FL. LICENSE: AR95439
DIGITAL SIGNATURE
A500
SCALE: 3/4" = 1'-0"
TYPICAL WALL SECTION1
SCALE: 3/4" = 1'-0"
TYPICAL WALL SECTION2
SECURE GALV. METAL BOTTOM CHANNEL TRACK
W/ 3/4" PIN ANCHORS AS PER ASTM STANDARDS
FOR NON LOAD BEARING WALLS
3-5/8" X 1-5/8" 20 GA. GALV.
METAL BOTTOM CHANNEL
TRACK BY CLARK DIETRICH
OR ARCHITECT APPROVED
EQUAL
3-5/8"X 1-5/8" 20 GA. GALV. MTL.
STUDS @ 16" O.C. BY CLARK
DIETRICH OR ARCHITECT
APPROVED EQUAL
5/8" TEXTURED & PAINTED
GYP BD.
BASE SELECTED BY OWNER
24" X 24" ACOUSTICAL LAY-IN
CEILING TILES AND GRID
(SEE REFLECTED CEILING PLAN)
EL. + 109'-0" CLG HT.
T.O. BEAM (V.I.F.)
EXISTING ROOF DECK
EL. +100'-0" ASSUMED FIN. FLR.
CONC. SLAB - SEE STRUCTURAL PLANS
(2) 3-5/8" x 1-5/8" x 20GA. METAL "C" STUD
MECHANICALLY ATTACHED TO BAR JOISTS @
48" O.C. W/ L30 CLIP BY SIMPSON STRONG TIE
ATTACHED TO BAR JOIST AS PER MANUF.
INSTRUCTIONS
MAX TRACK® SLOTTED DEFLECTION
TRACK SECURED TO ROOF DECK WITH
FAST CLIP DEFLECTION SCREWS
MAINTAIN 1/2" GAP BETWEEN ROOF
DECK & TOP OF METAL STUD
5/8" TEXTURED & PAINTED
GYP. BD. ON EA. SIDE
3-5/8"X 1-5/8" 20 GA. GALV. MTL.
STUDS @ 16" O.C. BY CLARK
DIETRICH OR ARCHITECT APPROVED
EQUAL
L30 CLIP BY SIMPSON STRONG TIE ATTACHED
TO EXISTING BAR JOISTS AS PER MANUF.
INSTRUCTIONS
EXISTING BAR JOISTS
45° KNEE BRACE STAGGERED @ 48" O.C.
A
A301
NOTE:
ALL LIGHT GAUGE METAL FRAMING
SHALL BE GALVANIZED
EXISTING ROOF SYSTEM
EL. + 109'-6" CLG HT.
FROM FINISHED FLOOR
EL. + 100'-6" FIN.
ACCESS FLOOR SYSTEM
EL. + 100'-0" FIN. FLR.
FINISHED FLOOR SEE FINISH
SCHEDULE
1-1/2" CRC LATTERAL BRIDGING
(2) ROWS MIN. TYP. SECURE @ EA.
END & @ EA. STUD TYP. (LOAD
BEARING WALLS ONLY)
A
ROOM 169
LOCKERS / COPY ROOM
SECURE GALV. METAL BOTTOM CHANNEL TRACK
W/ 3/4" PIN ANCHORS AS PER ASTM STANDARDS
FOR NON LOAD BEARING WALLS
3-5/8" X 1-5/8" 20 GA. GALV.
METAL BOTTOM CHANNEL
TRACK BY CLARK DIETRICH
OR ARCHITECT APPROVED
EQUAL
3-5/8"X 1-5/8" 20 GA. GALV. MTL.
STUDS @ 16" O.C. BY CLARK
DIETRICH OR ARCHITECT
APPROVED EQUAL
5/8" TEXTURED & PAINTED
GYP BD.
BASE SELECTED BY OWNER
24" X 24" ACOUSTICAL LAY-IN
CEILING TILES AND GRID
(SEE REFLECTED CEILING PLAN)
EL. + 109'-6" CLG HT.
EXISTING ROOF DECK
EL. +100'-0" ASSUMED FIN. FLR.
CONC. SLAB - SEE STRUCTURAL PLANS
FINISHED FLOOR SEE FINISH SCHEDULE
(2) 3-5/8" x 1-5/8" x 20GA. METAL "C" STUD
MECHANICALLY ATTACHED TO BAR JOISTS @
48" O.C. W/ L30 CLIP BY SIMPSON STRONG TIE
ATTACHED TO BAR JOIST AS PER MANUF.
INSTRUCTIONS
MAX TRACK® SLOTTED DEFLECTION
TRACK SECURED TO ROOF DECK WITH
FAST CLIP DEFLECTION SCREWS
MAINTAIN 1/2" GAP BETWEEN ROOF
DECK & TOP OF METAL STUD
5/8" TEXTURED & PAINTED
GYP. BD. ON EA. SIDE
3-5/8"X 1-5/8" 20 GA. GALV. MTL.
STUDS @ 16" O.C. BY CLARK
DIETRICH OR ARCHITECT APPROVED
EQUAL
L30 CLIP BY SIMPSON STRONG TIE ATTACHED
TO EXISTING BAR JOISTS AS PER MANUF.
INSTRUCTIONS
EXISTING BAR JOISTS
45° KNEE BRACE STAGGERED @ 48" O.C.
A
A302
NOTE:
ALL LIGHT GAUGE METAL FRAMING
SHALL BE GALVANIZED
EXISTING ROOF SYSTEM
EL. + 100'-6" FIN.
ACCESS FLOOR SYSTEM
ACCESS FLOOR SYSTEM
1-1/2" CRC LATTERAL BRIDGING
(2) ROWS MIN. TYP. SECURE @ EA.
END & @ EA. STUD TYP. (LOAD
BEARING WALLS ONLY)
A
EL. + 109'-6" CLG HT.
T.O. BEAM (V.I.F.)
SHEET NO.
PROJECT NO.DRAWN
CHECKED DATE
AL
L R
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TS
RE
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RV
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, TH
ES
E
PL
AN
S A
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PR
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D B
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HT
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OR
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D U
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IN
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AL
AC
TIO
N.
CO
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, F
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(3
) 6
-0
W W
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IS
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CRI
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TER
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IN
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N U
E O
C A
L A
F
L O
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ID
A
JOSEPH A. RISPOLI, AIA
ARCHITECT, FL. LICENSE: AR95439
DIGITAL SIGNATURE
A500.1
SCALE: 3/4" = 1'-0"
TYPICAL WALL SECTION3
SCALE: 3/4" = 1'-0"
TYPICAL WALL SECTION4
M A
X
S P
A C
I N
G
A
SLOPE
1:12
1 2
FLOOR FINISH PER
OWNER SPECS
2X BLOCKING AT
ENDS & MID POINT
2X61/2" PLYWOOD
SLOPE UP
1:12 MAX
8'-8"
2'-0" 2'-0" 2'-0" 2'-8"
2'-6" 2'-0"
2'-8" CLR VERIFY WITH
APPLIANCE SELECTION
PLASTIC LAMINATE
COUNTERTOP w/
BACKSPLASH AND
ENDWALL SPLASH
DOOR PULL (TYP.)
1'-4
" CLR
VERIFY WITH
APPLIANCE
SELECTION
7'-6"
(ASSUMED) FIN. FLOOR
0"
WINDOW & DOOR HT.
7'-0"
CLG. HT.
13'-0"
A601
A601
A601
7'-6"
(ASSUMED) FIN. FLOOR
0"
WINDOW & DOOR HT.
7'-0"
CLG. HT.
13'-0"
A601
A601
A601
3'-0"
(ASSUMED) FIN. FLOOR
0"
WINDOW & DOOR HT.
7'-0"
CLG. HT.
13'-0"
A601
A601
A601
SHEET NO.
PROJECT NO.DRAWN
CHECKED DATE
AL
L R
IGH
TS
RE
SE
RV
ED
, TH
ES
E
PL
AN
S A
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PR
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TE
D B
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CO
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RIG
HT
LA
W S.
UN
AU
TH
OR
IZE
D U
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M
AY
RE
SU
LT
IN
LEG
AL
AC
TIO
N.
CO
PY
RIG
HT
RE
VI
SI
O
N S
10.01.25
2446RAA
RAA
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AG
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EN
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LA
, F
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DA
(3
) 6
-0
W W
W .R
IS
PO
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EC
T.
CO
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AR
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RI
OR
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OD
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IN
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FO
R:
OCA
LA P
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CE D
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- RE
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CRI
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CEN
TER
S
O U
T H
P
IN
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N U
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C A
L A
F
L O
R
ID
A
JOSEPH A. RISPOLI, AIA
ARCHITECT, FL. LICENSE: AR95439
DIGITAL SIGNATURE
A501
SCALE: 1/2" = 1'-0"
INTERIOR ELEVATION1
SCALE: 3/4" = 1'-0"
RAMP SECTION2
SCALE: 3/4" = 1'-0"
RAMP SECTIONA
SCALE: 3/4" = 1'-0"
INTERIOR ELEVATION5
SCALE: 1/2" = 1'-0"
INTERIOR ELEVATION6
SCALE: 1/2" = 1'-0"
INTERIOR ELEVATION7
LEGEND
1. Access floor panel
2. Roll formed galvannealed steel stringer
3. 1/4" - 20 X 1 3/4" screw
4. 11 ga. die formed galv.
steel head
5. Steel stud
3/4" - 10 UNC
6. Nut with vibration proof locking device
(6" FFH and up)
7. Type 1 base with
7/8" sq. x 17ga. wall galv.
tubing
8. Die formed embossed galv. steel base
9. Resistance Weld
Bolted Stringer Understructure for ConCore and
All Steel Access Floor Panels-24". Type 1A Pedestal
PEDESTAL SPECIFICATIONS
11 ga. die formed galvanized steel pedestal head and projection welded stud with adjustment nut. Head and installed stringers shall provide full perimeter edge support for panel.
Standard finished floor heights from 6" to 36". For other finished floor heights please contact the Tate
Technical Hotline @ 800-231-7788. For seismic conditions, refer to seismic submittal details.
Assembly shall provide a 2" total adjustment with a floor height of 7" or greater.
Assembly up to 36" FFH shall provide an 5,000 lb.
axial load without permanent deformation.
Pedestal Head
Pedestal Assembly
Overturning moment of 1,000 in./lbs. when Tate recommended pedestal adhesive is utilized.
Stringers shall be attached with 1/4" - 20 flat-head screws.
Pedestal head shall be tapped for engagement of stringer screws.
Steel stud shall be 3/4" - 10 UNC.
Nut shall be 3/4" - 10 UNC and galvanized.
Stud shall provide an anti-rotation feature when engaged with the pedestal base assembly.
Base to be at least 16" square and galvanized steel.
Pedestal Base
Pedestal tube shall be 7/8" x 17 ga. wall square galvanized tubing.
Heavy duty roll formed steel stringer will withstand
450 lb. mid-span load.
Stringers
Galvannealed stringer construction to prevent corrosion.
Stringer shall be 1-1/4" deep x 3/4" wide.
Stringer grid pattern shall be 2'/2', 2'4', or 4'/4' basketweave.
Perimeter pedestal shall provide support for panels around columns, at walls and in corners.
Perimeter
Tate Access Floors, Inc.
7510 Montevideo Road
Jessup, MD 20794
Tel (410) 799-4200 Fax (410) 799-4207
© 2003 Tate Access Floors, Inc.
Tate Access Floors, Inc.
7510 Montevideo Road
Jessup, MD 20794
Tel (410) 799-4200 Fax (410) 799-4207
System Performance Criteria
PANEL CRITERIA
SPECIFICATIONS
General information
COVERING OPTIONS
UNDERSTRUCTURE OPTIONS
ConCore : CC1000 Panel-24"
© 2003 Tate Access Floors, Inc.
© 2003 Tate Access Floors, Inc.Tate Access Floors, Inc.
7510 Montevideo Road
Jessup, MD 20794
Tel (410) 799-4200 Fax (410) 799-4207
© 2003 Tate Access Floors, Inc.Tate Access Floors, Inc.
7510 Montevideo Road
Jessup, MD 20794
Tel (410) 799-4200 Fax (410) 799-4207
ConCore/All Steel Stringer System ConCore/All Steel Stringer System
49" (FULL PANELS) OR 48" (FULL & CUT PANEL)
5"
22"
1"
STRINGER CUTTING INSTRUCTIONS FOR PANEL RESTRAINT
2. BEND STRINGER SIDES BACK TO 90° WITH PLIERS.
1. BAND SAW STRINGER SIDES BACK 1/2".
1/4-20 SCREW
1/2
1/2
INSTRUCTIONS FOR CUT PANEL
SAME AS ABOVE BUT USE STANDARD STRINGER
INSTRUCTIONS FOR FULL PANEL
3/8
1/2
1/2
FASCIA PLATE
M
I N
M
A X
SUB-FLOOR
SECTION AT THRU WALL
WALL
SUB-FLOOR
WALL
TYPICAL SECTION AT FIELD
SECTION AT CURB
F I N
I S
H E
D
F
L O
O R
H
I G
H T
FACE OF WALL
PEDESTAL ASSEMBLY
SECTION WITH SURFACE PARTITION
PEDESTAL ASSEMBLY
EXPANSION JOINT
SECTION AT EXTERIOR WALLSECTION AT FASCIA
FACE OF WALL
COVE BASE (BY OTHERS)
CONCORE/ALL-STEEL ACCESS
FLOOR PANEL
CONCORE/ALL-STEEL ACCESS
FLOOR PANEL. FULL SIZE OR CUT.
COVE BASE (BY OTHERS)
STRINGER WITH
COATING
STRINGER WITH
COATING
USE FULL PANELS OR, TO MAINTAIN 24"
MODULE, CUT 1" OFF PANEL AND 1/2" OFF
STRINGER.
6" WIDE ALUMINUM THRESHOLD PLATE (BY OTHERS).
SECURE THIS SIDE WITH #8 FHSMS AT 12" O.C.
FULL PANELS AND STRINGERS
THIS SIDE.
1/4-20 PAN HEAD SCREW. LEAVE LOOSE ENOUGH TO
ALLOW PANEL AND STRINGER TO SLIDE ON
PEDESTAL CAP FREELY.
STANDARD EXPANSION JOINT WITH 1" MAX.
EXPANSION
CONCORE/ALL-STEEL ACCESS FLOOR PANEL. FULL SIZE
OR CUT TO FIT AGAINST WALL. USE WOOD SHIM IF
NECESSARY TO ARREST SHIFTING.
STRINGER WITH
COATING
FOR CUT PANEL (SHOWN) CUT STRINGER AS
SHOWN AND USE 1/4-20 X 3/4" PHMS. FOR FULL
PANEL (NOT SHOWN) USE STANDARD
FASTENER.
GAPS NOT TO EXCEED MARGIN SET BY
WIDTH OF WALL BASE OR THRESHOLD
MOLDING
BUTT BASEPLATE AGAINST
WALL OR CUT AS REQUIRED
FOR CUT PANEL (SHOWN) CUT STRINGER AS
SHOWN AND USE 1/4-20 X 3/4" PHMS. FOR FULL
PANEL (NOT SHOWN) USE STANDARD
FASTENER.
STRINGER WITH
COATING
CONCORE/ALL-STEEL ACCESS FLOOR PANEL. FULL SIZE
OR CUT TO FIT AGAINST WALL. USE WOOD SHIM IF
NECESSARY TO ARREST SHIFTING.
OMIT IF FINISHED FLOOR IS TO BE
CARPETED
SHIELDED CONCRETE ANCHOR
(32" O.C.)
ALUMINUM THRESHOLD
MOLDING
#8 X 3/4" FHSMS (32" O.C.)
GAPS NOT TO EXCEED MARGIN SET
BY WIDTH OF WALL BASE OR
THRESHOLD MOLDING
BUTT BASEPLATE AGAINST
WALL OR CUT AS REQUIRED
STRINGER WITH
COATING
CONCORE/ALL-STEEL ACCESS
FLOOR PANEL
STEEL PEDESTAL
CAP
LEVELING NUT
WELDED
CONNECTION
PEDESTAL ATTACHMENT PER JOB
SPECIFICATION
THREADED STEEL
STUD
1/4-20 FHMS
STEEL PEDESTAL
TUBE
STEEL BASE PLATE
9/16 DIAMETER
CLEARANCE HOLE
FASCIA TRIM ANGLE SECURED TO PANEL
WITH #8 FHSMS (2 PLACES)
CONCORE/ALL-STEEL ACCESS
FLOOR PANEL. FULL SIZE OR CUT.
STRINGER WITH
COATING
1/4 - 20 X .75 PHMS
CUT BASEPLATE AS REQUIRED
PEDESTAL ATTACHMENT METHOD PER
JOB SPECIFICATION
#8 PHSMS OR 1/8" BLIND RIVETS
6" O.C.
FASCIA ANGLE SECURED TO
SUBFLOOR WITH ADHESIVE
FASCIA ANGLE SECURED TO SUBFLOOR WITH
ADHESIVE
1. ORDER A 4' STRINGER FOR A 2' FASCIA CONDITION
2. CUT STRINGER TO 23-1/2"
3. BAND SAW STRINGER SIDES BACK 1/2"
4. BEND STRINGER SIDES BACK TO 90 DEG WITH PLIERS.
5. DRILL 9/16" HOLE IN TOP OF STRINGER
6. ATTACH STRINGER TO PEDESTAL HEAD WITH 1/4 - 20 PAN HEAD SCREW.
Tate Access Floors, Inc.
7510 Montevideo Road
Jessup, MD 20794
Tel (410) 799-4200 Fax (410) 799-4207
© 2003 Tate Access Floors, Inc.
3 4
5 6
SECTION AT THRU WALL SECTION WITH SURFACE PARTITION
7 8
SECTION WITH SURFACE PARTITION
1 2 3 4 5 6 7 8 9 10 a
B
C
D
E
F
G
H
8A 9A
A
B
C
D
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F
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G1
H
1097 865
UP
DN
UP
UP
UP
UP
UP
CONTROL
TABLE
UP
RAMP
UP
HC
DN
UP
SEAL UNUSED DUPLEX OPENINGS
POWER, VOICE, AND DATA SERVICENTER BOX
ATTACH BLANK INTERFACE PLATES TO
UNUSED OPENINGS
NOTE: PROVIDE AND INSTALL 36 PVD
SERVICENTER BOXES, LOCATIONS AND
QUANTITIES AND TYPE OF PVD SERVICENTER
BOXES, VERIFY WITH OWNER.
SHEET NO.
PROJECT NO.DRAWN
CHECKED DATE
AL
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TS
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RV
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, TH
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PL
AN
S A
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PR
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OR
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, F
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(3
) 6
-0
W W
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ID
A
JOSEPH A. RISPOLI, AIA
ARCHITECT, FL. LICENSE: AR95439
DIGITAL SIGNATURE
A502
EXTENT OF ACCESS
FLOORING: 2,823 S.F.
G.C. TO VERIFY IN FIELD
KEY PLAN
MARK LOCATION
DOOR SCHEDULE
D5
MARK LOCATION
SIZE (W x H)
DOOR MAT'L REMARKS
DOOR SCHEDULE
EXIT CORRIDOR 3'-0" X 6'-8" WD
D1
UTILITY CLOSET WD INTERIOR
D2
INTEL SGT. WD INTERIOR
D3
INTEL WD
D4
E.O.C. LT. WD INTERIOR
CAMERA TECH. WD INTERIOR
D6
CONFERENCE ROOM WD INTERIOR
D7
OFFICE/STORAGE WD INTERIOR
D8
MAIN ENTRY GL
INTERIOR, SLIDING
D9
3'-0" X 6'-8"
(PR) 2'-0" X 6'-8"
3'-0" X 6'-8"
HDW
GROUP
GLAZING
MAT'L
-HM -
G1
G1
G1
G1
G1
HM
HM
HM
HM
HM
HM
HM
DOOR
TYPE
A7
A1
A1
A1
A5
A5
A5
A5
A5
ROOM #:
(PR) 3'-0" X 6'-8"
INTERIOR
INTERIOR
3'-0" X 6'-8"
3'-0" X 6'-8"
3'-0" X 6'-8"
3'-0" X 6'-8"
FUTURE EXPANSION WD
INTERIOR
D10
G1HM A5300
FOYER WD
INTERIOR
D11
G1HM A5312
3'-0" X 6'-8"
3'-0" X 6'-8"
FRAME
TYPE
WINDOW SCHEDULE
WINDOW MODEL # MANUFACTURER WINDOW DIMENSIONS
WINDOW ROUGH
OPENING
REMARKS
· ALL WINDOWS IN EXISTING TOWER AREA TO BE TINTED TO MATCH THE REST OF THE BUILDING OR AS SELECTED BY
OWNER
· ALL WINDOWS TO BE ALUM. STOREFRONT SYSTEM; 'TRI-FAB' VG 451 T LOW-E, CENTER GLAZED STL. REINF. SYSTEM;
OR ARCHITECT APPROVED EQUAL.
· ALL WINDOW UNITS SHALL BE HANDLED, STORED, INSTALLED AND FINISHED AS PER THE MANUFACTURER'S
SPECIFICATIONS.
· ALL WINDOW ROUGH OPENINGS SHALL BE SITE VERIFIED BEFORE FABRICATION.
· ALL INTERIOR WINDOWS SHALL BE 3/8" THICK CLEAR TEMPERED GLAZING SET IN HOLLOW METAL FRAME.
WINDOW NOTES:
W1 - per manufacturer CUSTOM FIXED TEMPERED GLASS
SET INTO HOLLOW METAL FRAME
See interior window elevations on sht. A501STEELCRAFT
HOLLOW METAL HEAD - INTERIOR1 HOLLOW METAL JAMB - INTERIOR2 HOLLOW METAL SILL - INTERIOR3
8" MAX.
TYP.
S E
E
W
I N
D O
W
E
L E
V A
T I O
N S
O N
S
H E
T
A
1. ALL GLAZING SHALL BE INSULATED & TINTED, SELECTED BY OWNER.
2. GC SHALL SUBMIT SHOP DRAWINGS OF ALL GLAZING AND WINDOW SYSTEMS FOR
ARCHITECT & OWNER REVIEW AND APPROVAL PRIOR TO MANUFACTURING OR
ORDERING
3. ALL ROUGH OPENING SIZES SHALL BE FIELD VERIFIED PRIOR TO MANUFACTURING
AND ORDERING
4. ALL WINDOWS SHALL BE HANDLED, STORED, INSTALLED AND FINISHED PER THE
MANUFACTURER'S SPECIFICATIONS.
WINDOW NOTES
WD - STANDARD WOOD FINISH (FACTORY PRE-FINISHED,
OWNER SELECTED)
GL - GLAZING FINISH - (SEE GLAZING LEGEND)
HM - GALV. HOLLOW METAL (PRIMED & PAINTED, OWNER
SELECTED)
PK - POCKET DOOR
PR - PAIR OF DOORS
C - CUSTOM DOOR SEE OWNER
SD - SLIDING DOOR
SC - SOLID CORE DOOR
DOOR FINISHES
DOOR NOTES
MATERIAL ABBREVIATIONS:ROOM FINISH SCHEDULE
#: LOCATION: MAT'L BASE: N S E W MAT'L: HGT.:
REMARKS:CEILINGWALLSFLOORAREA
FINISHES SELECTED BY OWNER
1. VERIFY ALL HARDWARE W/ OWNER
2. VEIFY ALL DOOR TYPES W/ OWNER
3. VERIFYY ALL DOOR FRAME MATERIALS W/ OWNER
4. SEE WINDOW/DOOR BUCK DETAIL A/501
WD = WOOD (SOLID CORE) HM - HOLOW METAL (GAVANIZED) AL = ALUMINUM
SHEET NO.
PROJECT NO.DRAWN
CHECKED DATE
AL
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IGH
TS
RE
SE
RV
ED
, TH
ES
E
PL
AN
S A
RE
PR
OT
EC
TE
D B
Y
CO
PY
RIG
HT
LA
W S.
UN
AU
TH
OR
IZE
D U
SE
M
AY
RE
SU
LT
IN
LEG
AL
AC
TIO
N.
CO
PY
RIG
HT
RE
VI
SI
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N S
10.01.25
2446RAA
RAA
CO
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EN
TS
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U
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AG
N
O
LI
A
AV
EN
U
E, O
CA
LA
, F
LO
RI
DA
(3
) 6
-0
W W
W .R
IS
PO
LI
AR
CH
IT
EC
T.
CO
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JO
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SP
O
LI
AR
CH
IT
EC
T.
CO
M
AN
IN
TE
RI
OR
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EM
OD
EL
IN
G
FO
R:
OCA
LA P
OLI
CE D
EPA
RTM
ENT
- RE
AL T
IME
CRI
ME
CEN
TER
S
O U
T H
P
IN
E A
V E
N U
E O
C A
L A
F
L O
R
ID
A
JOSEPH A. RISPOLI, AIA
ARCHITECT, FL. LICENSE: AR95439
DIGITAL SIGNATURE
A601
CEILING TYPE LEGEND
ACOUSTICAL DROP CEILING - SEE INTERIO
CEILING CONDITION SECTION ON THE FINISH
SCHEDULE ON SHEET A601 FOR ADDITIONAL
INFORMATION
SYMBOL LEGEND
NOT IN CONTRACT
NEW EMERGENCY LIGHT ON BATTERY
PACK - UNLESS NOTED OTHERWISE
NEW 2' X 2' EMERGENCY LED LIGHTING FIXTURE
WITH INTEGRAL 90 MINUTE BATTERY PACK -
UNLESS NOTED OTHERWISE
SEE REFLECTED CEILING PLAN FOR LOCATIONS
NEW EXIT LIGHT W/ BATTERY PACK CHECK
FOR PROPER OPERATION REPLACE AS
REQUIRED - UNLESS NOTED OTHERWISE
NEW COMBINATION EXIT SIGN &
EMERGENCY LIGHT WITH BATTERY PACK -
UNLESS NOTED OTHERWISE
EX
EX
EM
EM
1 2 3 4 5 6 7
F
G
H
EXISTING FLOOR
OPEN'G & STAIRS
DN
mech chase copier/fax
SEE ELARGED RESTRM
FOR THESE WINDOWS
SEE DOOR SCHD
REINSTALL POLYGRAPH EQUIPMENT
AND SOUNDPROOFING (WHISPER
ROOMS) AS SPECIFIED BY THE OWNER.
E.O.C.
CAMERA TECH.
E.O.C. LT.
INTEL SGT.
INTEL
UTILITY CLOSET
EXIT CORR.
ELEV EQUIP
ELEV #2
ALTN #2
27r @ 7.11 t @ 10"
SERVER ROOM
CONFERENCE ROOM
OFFICE/STORAGE
302 FISCAL MANAGER
FISCAL TECHS
ADMIN
SERVICES
MAJOR
MAIN ENTRY
SECR AREA
ADMIN
SERVICES
LIEUT
FUTURE
EXPANSION
1512 S.F.
FOYER
POLIGRAPH BOOTH
BREAK ROOM
PROFESS
STANDARDS
OFFICER
PROFESS
STANDARDS
ASSIST
MAIL RM
CORRIDOR
VEST
VEST
EXPOSED STRUCTURE ABOVE
MATCH EXISTING
CLG. HT.
1 2 3 4 5 6 7 8 9 10 a
B
C
D
E
F
G
H
8A 9A
A
B
C
D
E
F
G
G1
H
1097 865
CONTROL
TABLE
MATCH EXISTING
CLG. HT.
SHEET NO.
PROJECT NO.DRAWN
CHECKED DATE
AL
L R
IGH
TS
RE
SE
RV
ED
, TH
ES
E
PL
AN
S A
RE
PR
OT
EC
TE
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JOSEPH A. RISPOLI, AIA
ARCHITECT, FL. LICENSE: AR95439
DIGITAL SIGNATURE
A801
SCALE: 3/16 = 1'-0" (PRINTED @ 24X36)
REFLECTED CEILING PLAN
SCALE: NTS = (PRINTED @ 11X17)
NOTE:
CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS.
AREA OF WORK
KEY PLAN
SP101
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JOSEPH A. RISPOLI, AIA
ARCHITECT, FL. LICENSE: AR95439
SP102
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CHECKED DATE
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JOSEPH A. RISPOLI, AIA
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DIGITAL SIGNATURE
Ocala PD Real Time Crime Center
Ocala, FL
SLIDING AUTOMATIC ENTRANCES
SECTION 08 42 29.23
SECTION 08 42 29.23
SLIDING AUTOMATIC ENTRANCES
PART 1 -
1.1
GENERAL
RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2
A.
SUMMARY
This Section includes the following types of automatic entrances:
1.
2.
Interior, single slide, sliding automatic entrances, with automatic locking.
Sliding and fixed panels shall be all glass with top and bottom rail.
B. Related Sections:
1. Division 7 Sections for caulking to the extent not specified in this section.
2. Division 8 Section "Aluminum-Framed Entrances and Storefronts" for entrances furnished and installed separately in Division 8 Section.
3. Division 8 Section "Door Hardware" for hardware to the extent not specified in this
Section.
4. Division 26 Sections for electrical connections provided separately including conduit and wiring for power to, and control of, sliding automatic entrances.
5. Division 28 Sections for systems not specified in this section.
1.3 REFERENCES
A. General: Standards listed by reference, including revisions by issuing authority, form a part of this specification section to extent indicated. Standards listed are identified by issuing authority, authority abbreviation, designation number, title or other designation established by issuing authority. Standards subsequently referenced herein are referred to by issuing authority abbreviation and standard designation.
B. Underwriters Laboratories (UL):
1. UL 325 – Standard for Door, Drapery, Gate, Louver, and Window Operators and
Systems.
C. American National Standards Institute (ANSI) / Builders’ Hardware Manufacturers Association
(BHMA):
1.
2.
3.
ANSI/BHMA A156.10: Standard for Power Operated Pedestrian Doors.
ANSI/BHMA A156.5: Standard for Auxiliary Locks and Associated Products
ANSI Z97.1: Standard for Safety Glazing Materials Used In Buildings - Safety
Performance Specifications And Methods Of Test.
D. Consumer Product Safety Commission (CPSC):
1. CPSC 16 CFR 1201: Safety Standard for Architectural Glazing Materials
E. American Society for Testing and Materials (ASTM):
1.
2.
F.
ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes.
ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate
American Association of Automatic Door Manufacturers (AAADM):
June 27,2025 Page 1 of 10
Ocala PD Real Time Crime Center
Ocala, FL
SLIDING AUTOMATIC ENTRANCES
SECTION 08 42 29.23
G. National Fire Protection Association (NFPA):
1. NFPA 101 – Life Safety Code.
2. NFPA 70 – National Electric Code.
H.
I.
International Code Council (ICC):
1. IBC: International Building Code
International Organization for Standardization (ISO):
1. ISO 9001 - Quality Management Systems
J. National Association of Architectural Metal Manufacturers (NAAMM):
1. Metal Finishes Manual for Architectural and Metal Products.
K. American Architectural Manufacturers Association (AAMA):
1.
2.
3.
1.4
AAMA 607.1 - Clear Anodic Finishes for Architectural Aluminum.
AAMA 611 Voluntary Specification for Anodized Architectural Aluminum.
AAMA 701 Voluntary Specification for Pile Weatherstripping and Replaceable
Fenestration Weatherseals.
DEFINITIONS
A. Activation Device: Device that, when actuated, sends an electrical signal to the door operator to open the door.
B. Knowing act: Consciously initiating the opening of a power operated door using acceptable methods including wall mounted switches such as push plates and controlled access devices such as keypads, card readers and key switches.
1.5
C. Safety Device: Device that prevents a door from opening or closing, as appropriate.
PERFORMANCE REQUIREMENTS
A. General: Provide automatic entrance door assemblies capable of withstanding loads and thermal movements based on testing manufacturer's standard units in assemblies similar to those indicated for this Project.
B. Operating Range: Minus 30 deg F (Minus 34 deg C) to 130 deg F (54 deg C).
C. Opening-Force Requirements for Egress Doors: Force shall be adjustable; but, not more than
50 lbf (222 N) required to manually set swinging egress door panel(s) in motion.
D. Closing-Force Requirements: Not more than 30 lbf (133 N) required to prevent door from closing.
E. Sliding automatic entrances specified with automatic locking shall be designed to function as follows when set for secure operation:
1. Entrances shall be normally closed and locked by automatic locking system with exterior motion activation system disabled. Interior motion activation system to remain enabled;
free egress.
2. Upon signal from exterior secure activation device, sliding automatic entrances will unlock and open enabling motion activation system. Entrance will be held open as long as an object or pedestrian remains in the activation or safety zones.
3. Once all activation and safety zones have cleared the entrance will close and re-lock, returning to normal state.
June 27,2025 Page 2 of 10
Ocala PD Real Time Crime Center
Ocala, FL
SLIDING AUTOMATIC ENTRANCES
SECTION 08 42 29.23
4.
1.6
At any time during the cycle emergency egress can be achieved by utilizing the emergency breakaway feature.
SUBMITTALS
A. General: Submit the following in accordance with Conditions of the Contract and Division 1
Specification Sections.
B. Shop Drawings: Include plans, elevations, sections, details, hardware mounting heights, and attachments to other work.
C. Color Samples for selection of factory-applied color finishes.
D. Closeout Submittals:
1. Owner’s Manual.
2. Warranties.
1.7
A.
QUALITY ASSURANCE
Installer Qualifications: Manufacturer's authorized representative, with certificate issued by
AAADM, who is trained for installation and maintenance of units required for this Project.
B. Manufacturer Qualifications: A qualified manufacturer with a manufacturing facility compliant with ISO 9001.
C. Manufacturer shall have in place a national service dispatch center providing 24 hours a day, 7 days a week, emergency call back service.
D. Certifications: Automatic sliding door systems shall be certified by the manufacturer to meet performance design criteria in accordance with the following standards:
1. ANSI/BHMA A156.10.
2. NFPA 101.
3. UL 325 listed.
4. IBC.
E. Source Limitations: Obtain automatic entrance door assemblies through one source from a single manufacturer.
F. Product Options: Drawings indicate sizes, profiles, and dimensional requirements of automatic entrance door assemblies and are based on the specific system indicated. Refer to Division 1
Section "Product Requirements."
G. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use.
H. Emergency-Exit Door Requirements: Comply with requirements of authorities having jurisdiction for automatic entrances serving as a required means of egress.
1.8
A.
PROJECT CONDITIONS
Field Measurements: General Contractor shall verify openings to receive automatic entrance door assemblies by field measurements before fabrication and indicate measurements on Shop
Drawings.
June 27,2025 Page 3 of 10
Ocala PD Real Time Crime Center
Ocala, FL
SLIDING AUTOMATIC ENTRANCES
SECTION 08 42 29.23
B. Mounting Surfaces: General…
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