2024-03-28_OCC_Isolation_Cell_Addition_-_100%_Bid_Dwgs.pdf

PDF 46 MB Posted Apr 30, 2024

Attached to: Orange County Corrections Isolation Cells Renovations Building E, FDC & BRC
Solicitation number: Y24-782-RC
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · May 11, 2025

This is a comprehensive bid document for the Orange County Corrections Department's Isolation Cell Renovations project, involving Buildings E, Female Detention Center (FDC), and Booking & Release Center (BRC) located in Orlando, Florida. The project encompasses selective demolition and renovation of existing isolation cells, including new furniture, lighting, security devices, and mechanical system upgrades across multiple building levels. The sealed bid solicitation will be accepted electronically via ProcureNow OpenGov e-Procurement Platform until 4:00 pm EST on Thursday, August 1, 2024, with an estimated project cost of $3,777,000.00. Potential bidders are required to create a free account on the platform and submit their electronic responses, with a specified deadline for questions of Monday, May 20, 2024, at 5:00 pm EST.

The renovation scope includes comprehensive modifications to isolation cells in Buildings E, FDC, and BRC, involving the replacement of existing fixtures with new security-focused components such as polymer beds, non-ligature grab bars, single-button shower controls, and stainless steel privacy screens. Technical specifications detail precise requirements for mechanical, electrical, and plumbing systems, with specific attention to maintaining existing life safety systems and coordinating work across multiple trades. The project drawings indicate work will span multiple floor levels, with careful consideration of existing building infrastructure and the need to minimize disruption to the correctional facility's operations. Bidders are explicitly instructed to visit the project site prior to bidding and are required to provide separate pricing for each building and submit a base bid with two additional bid alternatives.

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Other files

File	Type	Posted
Orange_County_Corrections_Isolation_Cells_Renovations_Building_E,_FDC_&_BRC_(Addendum_#7_Revision).pdf	PDF	Jul 23, 2024
2024-03-28_OCC_Isolation_Cell_Addition_-_100%_Bid_Specs_2.pdf	PDF	Apr 30, 2024

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PROJECT DESIGN TEAM

PROJECT SCOPE

RHODES+BRITO ARCHITECTS

605 E. ROBINSON ST, SUITE 750

ORLANDO, FL 32801

PH. (407) 648-7288

CONTACT: ED WHITE

ARCHITECTURAL

FIRE

PROTECTIONPLUMBING

ATKINS ENGINEERING

482 SOUTH KELLER RD, SUITE 300

ORLANDO, FL. 32810

PH: (407) 422-1118

CONTACT: SONG SAYPRASITH, PE

MECHANICAL ELECTRICAL

VICINITY MAP

PROJECT

LOCATION

FIRE ALARM

ORANGE COUNTY CORRECTIONS DEPARTMENT

ISOLATION CELL RENOVATIONS

BUILDINGS E, FDC & BRC

BID DOCUMENTS

03/28/2024

ORANGE COUNTY GOVERNMENT

CAPITAL PROJECTS DIVISION

400 East South Street, Suite 500 Orlando, FL 32801

3723 Vision Blvd. Orlando, FL 32839

G000

DATE SUBMISSION / REVISION NO.

ATKINS ENGINEERING

482 SOUTH KELLER RD, SUITE 300

ORLANDO, FL. 32810

PH: (407) 422-1118

CONTACT: SONG SAYPRASITH, PE

ATKINS ENGINEERING

482 SOUTH KELLER RD, SUITE 300

ORLANDO, FL. 32810

PH: (407) 422-1118

CONTACT: SONG SAYPRASITH, PE

ATKINS ENGINEERING

482 SOUTH KELLER RD, SUITE 300

ORLANDO, FL. 32810

PH: (407) 422-1118

CONTACT: SONG SAYPRASITH, PE

ATKINS ENGINEERING

482 SOUTH KELLER RD, SUITE 300

ORLANDO, FL. 32810

PH: (407) 422-1118

CONTACT: SONG SAYPRASITH, PE

BOARD OF COUNTY COMMISSIONERS

ORANGE COUNTY MAYOR

JERRY L. DEMINGS

DISTRICT 1 COMMISSIONER

NICOLE H. WILSON

DISTRICT 2 COMMISSIONER

CHRISTINE MOORE

DISTRICT 3 COMMISSIONER

MAYRA URIBE

DISTRICT 4 COMMISSIONER

MARIBEL GOMEZ CORDERO

DISTRICT 5 COMMISSIONER

EMILY BONILLA

DISTRICT 6 COMMISSIONER

MICHAEL 'MIKE" SCOTT

MARIANNA

TALLAHASSEE

JACKSONVILLE

PANAMA

CITY PERRY

ST. AUGUSTINE

APALACHICOLA

GAINESVILLE

OCALA DAYTONA BEACH

LEESBURG

ORLANDO

HAINES CITY

KISSIMMEE

LAKELAND

N.T.S.

MELBOURNE

BRADENTON

OKEECHOBEE

FT. PIERCE

LAKE

OKEECHOBEE

WEST PALM BEACH

PROJECT

LOCATION

FT. MYERS

MIAMI

KEY WEST

TAMPA

KE C

ITY

THIS PROJECT INCLUDES THE RENOVATION OF VARIOUS

EXISTING ISOLATION CELLS AND THE CONVERSION OF

EXISTING CELLS INTO NEW ISOLATION CELLS WITHIN

BUILDINGS 'E', FEMALE DETENTION CENTER (FDC) AND

BOOKING & RELEASE CENTER (BRC). THESE RENOVATIONS

AND CONVERSIONS WILL INCLUDE SELECTIVE

DEMOLITION, NEW FURNITURE, LIGHTING, SECURITY

DEVICES AND MECHANICAL SYSTEM UPGRADES. REFER

TO SHEET G001 FOR ISOLATION CELL TABULATION CHART

PARCEL ID:

09-23-29-8620-00-00

LEGAL DESCRIPTION:

33RD STREET COMPLEX 7/101 ALL LAND IN PLAT & LAKE CATHERINE

GARDENS W/45 ALL OF SUB & VAC ST PER 2219/926 & 3345/2555 AND

BEG 486.69 FT N OF CTR OF SEC TH E 634.71 FT N 6.83 FT E 664.71 FT

TO E LINE OF SW1/4 OF NE1/4 RUN S 165.83 FT W 1329.30 FT TO W LINE

OF SAID SW1/4 OF NE1/4 RUN N ALONG W LINE 165 FT TO POB (LESS W

30 FT FOR R/W) & BEG 30 FT E OF SW COR OF NW1/4 OF NE1/4 TH E 70

FT N 545.20 FT W 70 FT S TO POB & BEG 785.58 FT S & 25 FT E OF NW

COR OF NE1/4 RUN N 131.7 FT E 25 FT N 68.3 FT S 72 DEG E 220.97 FT S

130 FT W 235 FT TO POB (LESS PT TAKEN ON W FOR R/W) IN SEC

09-23-29 & BEG SW COR OF NE1/4 OF SEC 09-23-29 TH N 321.69 FT E

1329.3 FT TO E LINE OF SW1/4 OF NE1/4 TH S TO SE COR OF SW1/4 OF

NE1/4 TH W ALONG S LINE OF SAID NE1/4 TO POB & N 420 FT OF W3/4

OF NW1/4 OF SE1/4 (LESS R/W ON W) SEE DB 426/316 2219/926

2710/1232 3321/1679 3345/2555 3819/1102 3847/155 3957/1328 4008/1902

Sheet Number:Drawn:

JOB No.1705-0004

Phase:

Designed:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

Checked:

SHEET INFORMATION:

PROJECT NAME:

605 E.ROBINSON ST. - SUITE 750

ORLANDO, FL 32801

PHONE: 407.648.7288

No. Date Description

O ra ng e

Co un ty C or re ct io ns

Is ol at io n Ce ll Re no va tio ns

V is io n

Bl vd

O rla nd o, F

MARCH 28, 2024

100% CD

482 SOUTH KELLER ROAD

ORLANDO, FL. 32810

PHONE: 407.647.7275 FAX: 407.740.8958

NAME: DONALD M. WILLIAMS, AIA

FL. LICENSE #: AR92126

G001

SHEET INDEX, CODE DATA,

SYMBOLS & GENERAL NOTES

100'-0"

FIN FLOOR

A101

A2 A711

(123)

ROOM

NAME

OFFICE

A101

19.02

TYP

KEYNOTE REFERENCE

(FLOOR PLAN & DEMO.

PLAN)

ELEVATION

REFERENCE

REVISION

IDENTIFICATION

PARTITION TYPE

IDENTIFICATION

REVISION NUMBER

(REFER TO TITLE

BLOCK)

TARGET ELEVATION

TARGET DESCRIPTION

FLOOR PLAN

KEY NOTE

PARTITION TYPE

(REFER TO PARTITION

TYPE DETAILS)A

ELEVATION

REFERENCE

MULTIPLE INTERIOR H7

A5.68W E

DRAWING ON WHICH

ELEVATION OCCURS

MULTIPLE ELEVATION

NUMBER

ELEVATION ORIENTATION

ON PLANS

INTERIOR

ELEVATION

REFERENCE

ACCESSORY

IDENTIFICATION

DOOR NUMBER

SPOT

ELEVATION

REFERENCE

TRUE

NORTH

ARROW

DOOR NUMBER

(SEE DOOR SCHEDULE)

TARGET ELEVATION

ACCESSORY TYPE

(REFER TO ACCESSORY

SCHEDULE)A

ELEVATION NUMBER

ELEVATION ORIENTATION

DRAWING ON WHICH

ELEVATION OCCURS

BUILDING AREA

WALL SECTION

OR BUILDING

SECTION

REFERENCE

NUMBER

DRAWING ON WHICH

SECTION OCCURS

SECTION ORIENTATION

SECTION NUMBER

ROOM NAME

DETAIL

REFERENCE

A3.11 H6

DRAWING ON WHICH

DETAIL OCCURS

DETAIL NUMBER

REVISION SYMBOLS

IDENTIFICATION

SPACE

REVISION AREA

REVISION NUMBER

SPACE NAME

SPACE NUMBER

NET ROOM AREA (SF)

PROJECT

NORTH

ARROW

DRAWING INDEXGENERAL NOTESCODE DATA

APPLICABLE CODES

CONSTRUCTION CLASSIFICATION

OCCUPANT LOAD

MEANS OF EGRESS

SYMBOLS

ABBREVIATIONS

ISOLATION CELL TABULATION CHARTDIRECTIONS FOR BID

DEMO. PLAN

KEY NOTE

KEYNOTE REFERENCE

(RCP PLAN & DEMO

RCP PLAN) D#

DEMO. RCP

KEY NOTE

RCP KEY NOTE

AutoCAD SHX Text

MISCELLANEOUS CHANNEL

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MECHANICAL/ELECTRICAL/PLUMBING

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LAMINATED VENEER LUMBER

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COMPT

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COMPARTMENT

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BVL

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BOTH WAYS

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BEVELED

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BSL

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BOT

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BRK

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BUR

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BRG PL

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BRG

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BSMT

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BLDG

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BLK(G)

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BIT

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BET

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BEL

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BENCH MARK

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BUILDING SETBACK LINE

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BUILT UP ROOFING

AutoCAD SHX Text

BOTH SIDES

AutoCAD SHX Text

BEARING PLATE

AutoCAD SHX Text

BOTTOM OF

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BASEMENT

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BRICK

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BEARING

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BOTTOM

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BITUMINOUS

AutoCAD SHX Text

BLOCK(ING)

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BUILDING

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BOARD

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BETWEEN

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BELOW

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CYD

AutoCAD SHX Text

CORR

AutoCAD SHX Text

CRS

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CSMT

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CENTER POINT

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CUBIC YARD

AutoCAD SHX Text

COURSE(S)

AutoCAD SHX Text

CORRUGATED

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CERAMIC TILE

AutoCAD SHX Text

CHROMIUM (PLATED)

AutoCAD SHX Text

CASEMENT

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ADDENDUM

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ADD

AutoCAD SHX Text A/V

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AUTO

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ASPH

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ASB

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ARCH

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APROX

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ANOD

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AHU

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ADD'D

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ANC

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ALUM

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ALT

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ADJ

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ADH

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AFF

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ANCHOR(AGE)

AutoCAD SHX Text

AUDIO VISUAL

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ACCESS PANEL

AutoCAD SHX Text

APPROXIMATE

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ARCHITECT(URAL)

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ANODIZED

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ASBESTOS

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ASPHALT

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AUTOMATIC

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AIR HANDLING UNIT

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ARCHITECT/ENGINEER

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ADDITIONAL

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ABOVE FINISHED FLOOR

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ADJUSTABLE

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ADHESIVE

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ALTERNATE

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ALUMINUM

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ACT

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ACPL

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ACC

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ABV

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ACOUSTICAL

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ACOUSTICAL PLASTER

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ACOUSTICAL TILE

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AIR CONDITIONING

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ANCHOR BOLT

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AREA DRAIN

AutoCAD SHX Text

ABOVE

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ACCESS

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CAST IRON

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CNTRSNK

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CONN

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CONT

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CONTR

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CONST

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CONC

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COL

AutoCAD SHX Text

CNTR

AutoCAD SHX Text

CLOS

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CMU

AutoCAD SHX Text

CLS

AutoCAD SHX Text

CLR

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CIR

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CIP

AutoCAD SHX Text

CONNECTION

AutoCAD SHX Text

COUNTERSINK

AutoCAD SHX Text

CONTRACT(OR)

AutoCAD SHX Text

CONTINUOUS

AutoCAD SHX Text

CONSTRTION

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

CONTROL JOINT

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CAST-IN-PLACE

AutoCAD SHX Text

CONC MASONRY UNIT

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CLEAR(ANCE)

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CLOSET

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CAULK

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CEILING

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CLOSURE

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CIRCLE

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AutoCAD SHX Text C/C

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CAT

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CFT

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CHAM

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CHT

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CAB

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CORNER GUARD

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CENTER TO CENTER

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CUBIC FOOT

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CEILING HEIGHT

AutoCAD SHX Text

CAST BASIN

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CATEGORY

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CHAMFER

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CABINET

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MANHOLE

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INVERT

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INV

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FRP

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FIBERGLASS REINFORCED

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PLASTIC

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EXPANSION JOINT

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GALVANIZED STEEL SHEET

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EQUIP

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EXT

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EXP

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EST

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ESC

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EWC

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ENGR

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ENCL

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EMER

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ELEV

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ELEC

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EQUIPMENT

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EXPANDED(EXPANSION)

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ELECTRIC WATER COOLER

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EXTERIOR

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EXISTING

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ESTIMATE

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ESCALATOR

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ELECTRICAL POWERBOARD

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ENGINEER

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EQUAL

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ENCLOSE(URE)

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EMERGENCY

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ELEVATOR

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ELEVATION

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ELECTRICAL

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GKT

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GASKET(ED)

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GYP

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GWB

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GYPBD

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GLAM

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GSS

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GYPSUM WALL BOARD

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GYPSUM BOARD

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GLUE LAMINATED

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GALVANIZED PIPE

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GYPSUM

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GLASS

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GEN'L

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GALV

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FURN

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FUT

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FUR

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FTG

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FRT

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GALVANIZED IRON

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GENERAL CONTRACTOR

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GALVANIZED

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GAUGE

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GENERAL

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GRADE

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GRAB BAR

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FURNITURE/FURNISHINGS

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FIRE-RETARDANT

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FOOT

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FUTURE

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FURRING

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FULL SIZE

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FOOTING

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KIT

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JST

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IPS

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JOINT

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KITCHEN

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KNOCKOUT

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JANITOR CLOSET

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JUNCTION BOX

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JOINT FILLER

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IRON PIPE SIZE

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JOIST

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MIR

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MISC

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MIN

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MTD

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MASONRY OPENING

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MIRROR

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MISCELLANEOUS

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MILLIMETER

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MINIMUM

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METAL THRESHOLD

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MOUNTED

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FIRE-RESISTANT COATING

AutoCAD SHX Text

FIRE EXTINGUISHER CABINET

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FINISHED FLOOR ELEVATION

AutoCAD SHX Text

EXTERIOR INSULATION & FINISH

AutoCAD SHX Text

SYSTEM

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DISP

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DISPENSER

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EIFS

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DWR

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DWG

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DRB

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DIV DR

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DTL

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EXPANSION BOLT

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EAST

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EACH

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DRAWER

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DIVISION DOOR

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DAMP PROOFING

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DOOR

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DOWN

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DRAWING

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DRAIN BOARD

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DOWN SPOUT

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DETAIL

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DEAD LOAD

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DEPT

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DBL

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DIM

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DIA

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DEP

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DEMO

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DRINKING FOUNTAIN

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DEMOLISH, DEMOLITION

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DEPARTMENT

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DOUBLE

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DIMENSION

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DOUBLE HUNG

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DIAGONAL

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DEPRESSED

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FACTORY FINISH

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FND

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FPL

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FRC

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FOS

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FOF

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FOM

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FOC

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FLUOR

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FJT

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FLR

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FLEX

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FLG

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FFE

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FIN

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FGL

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FRAME(D)(ING)

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FOUNDATION

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FLOOR PLATE

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FACE OF STUDS

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FACE OF FINISH

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FACE OF MASONRY

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FACE OF CONCRETE

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FIREPROOF

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FLUORESCENT

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FIRE HYDRANT

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FLUSH JOINT

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FIBERGLASS

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FLOOR

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FLEXIBLE

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FLASHING

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FINISH(ED)

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FBO

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FCO

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FEC

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FAS

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FURNISHED BY OTHERS

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FLOOR CLEAN OUT

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FIRE EXTINGUISHER

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FIRE ALARM

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FASTEN, FASTENER

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FLOOR DRAIN

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FACE BRICK

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INSULATED BY CONTRACTOR

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HEATING/VENTILATING/AIR

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CONDITIONING

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HIGH POINT

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INCL

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INT

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IBC

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INFO

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INSUL

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HWH

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HRDW

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HWD

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HD HT

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HTG

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HVAC

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HOT

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WATER

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HEATER

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INCLUDE(D)(ING)

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INFORMATION

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INSIDE DIAMETER

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INSULATION

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INTERIOR

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HARDWOOD

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HEAD HEIGHT

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HOUR

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HARDWARE

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HEATING

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HEIGHT

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HOR

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HBD

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HJT

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HDR

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HOLLOW METAL

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HORIZONTAL

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HARDBOARD

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HEAD JOINT

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HEAVY DUTY

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HOLLOW CORE

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HOSE BIBB

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HEADER

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LUMP SUM

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MED

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MEMB

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MECH

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MAS

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MAT'L

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MAX

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MEP

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MTL

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MFR

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LVR

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LVL

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MATERIAL

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MECHANICAL

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MEDIUM

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MEMBRANE

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MAXIMUM

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MANUFACTURER

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METAL

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MASONRY

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LOUVER

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METER

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LIGHT

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LAV

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LAM

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LBL

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LAB

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LAVATORY

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LAMINATE

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LINEAR FOOT

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LEFT HAND

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LABORATORY

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LAG BOLT

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LIVE LOAD

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LABEL

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WROUGHT IRON

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VINYL ASBESTOS TILE

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WELDED WIRE FABRIC

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WALL TO WALL

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UNDERWRITERS LABORATORY

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UNLESS NOTED OTHERWISE

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VAPOR BARRIER

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VINYL COMPOSITION TILE

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WHEEL BUMPER

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WATER REPELLENT

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WATERPROOFING

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WATER CLOSET

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WHB

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STANDARD

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STD

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ROOM

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PRE CAST CONCRETE

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PCC

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ROUGH OPENING

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REVERSE(SIDE)

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RIGHT OF WAY

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RAIN WATER CONDUCTOR

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POLYVINYL CHLORIDE

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POUNDS PER CUBIC FOOT

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POUNDS PER LINEAL FOOT

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POUNDS PER SQUARE FOOT

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POINT/PRESSURE TREATED

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POUNDS PER SQUARE INCH

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PROPERTY LINE/PLATE

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PREFABRICATE(D)

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PRE FINISHED

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PLASTIC LAMINATE

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PAIR/PROPOSAL REQUEST

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PRELIMINARY

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PRELIM

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PVC

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PSF

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PSI

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PRF

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PTN

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PVMT

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PERFORMED

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PARTITION

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PAVEMENT

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PLF

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PLYWD

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PREFAB

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PNT

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POL

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PLBG

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PNL

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PNTD

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PLYWOOD

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PAINT

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POLISHED

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PLUMBING

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PANEL

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PAINTED

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PCF

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PERIM

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PFN

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PLAM

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PLAS

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PLATE GLASS

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PERIMETER

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PHASE

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PANEL JOINT

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PLASTER

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ROW

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RVS

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RWC

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TOP OF MASONRY

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TONGUE AND GROOVE

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TOILET PARTITION

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TOILET PAPER DISPENSER

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THRES

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THRESHOLD

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TRANSOM

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TYPICAL

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TELEVISION

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TYP

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TOLERANCE

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TOP OF

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TOP OF STEEL

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TOP OF WALL

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TOILET

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TOL

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TOM

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TOS

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TOW

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TLT

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TPTN

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TPD

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TOWEL BAR

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TREAD

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THICK(NESS)

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TEMPORARY

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TERRAZZO

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TELEPHONE

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THK

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TEMP

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TER

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TEL

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SYSTEM

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SYNTHETIC

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SYMMETRY(ICAL)

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SUSPENDED

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STRUCTURAL

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STORAGE

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STEEL

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SYS

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SYN

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SYM

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SUS

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STR

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STOR

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STL

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WTW

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WWF

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WSCT

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WIN

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WTH

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WAINSCOT

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WITHOUT

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WIRED MESH

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WINDOW

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WIDTH

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WATER STOP

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RUBBER BASE

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REQUEST FOR INFO

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ROOF HATCH

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REFLECTED CEILING PLAN

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REVISION(S),(D)

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REFLECT(ED),(ING)

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REFRIGERATOR

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RAIN LEADER

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REINFORCE(D),(ING)

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QUARRY TILE

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VERTICAL DATUM

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NATIONAL GEODETIC

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NOT APPLICABLE

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NOT IN CONTRACT

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OUTSIDE DIAMETER

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NOT TO SCALE

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OVERFLOW ROOF DRAIN

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OPPOSITE HAND

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OPP

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ORD

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PRE CAST

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OVERALL

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OPPOSITE

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OUTSIDE

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OFC

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OPG

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OH/OPH

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ON CENTER

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OFFICE

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OVERHEAD

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OPENING

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NGVD

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NIC

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NOM

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NTS

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NORTH

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NUMBER

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NOMINAL

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RADIUS

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RAD

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RFI

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RFH

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RFG

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REV

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RES

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RET

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RFL

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ROOFING

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RESILIENT

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RETURN

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RIGHT HAND

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REQ'D

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RCP

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REM

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REF

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REFR

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REG

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REINF

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REQUIRED

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ROOF DRAIN

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REMOVE

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REFERENCE

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QTR

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RETURN AIR

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RISER

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QUARTER

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SLAB ON GRADE

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STAINLESS STEEL

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SPECIFICATION(S)

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SHELVING

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STATION

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SQUARE YARD

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SQUARE INCH

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SQUARE

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SPECIAL

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SPEAKER

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SPACER

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STA

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SQ/YD

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SQ/IN

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SPEC

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SPL

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SPK

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SPCR

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SEALER

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STEEL JOIST

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SHELVING

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SOUND PROOF

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SLEEVE

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SIMILAR

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SHEET

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SHEATHING

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SOG

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SLR

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SHELV

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SIM

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SHT

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SHTH

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SQUARE FOOT

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SOUTH

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STORM DRAIN

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SOLID CORE

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SHEET GLASS

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SECTION

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SCHEDULE

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SAFETY GLASS

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SECT

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SCHED

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SFGL

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WITH

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WALL HUNG

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WOOD BASE

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WOOD

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WIRED GLASS

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WEST

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VAT

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VEST

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VCT

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VAR

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VERT

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VESTIBULE

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VARNISH

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VERTICAL

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UNF

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UNO

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UNFINISHED

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URINAL

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UNDERCUT

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OPCI

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OWNER PROVIDED

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CONTRACTOR INSTALLED

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OPOI

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OWNER PROVIDED

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OWNER INSTALLED

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CPCI

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CONTRACTOR PROVIDED

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CONTRACTOR INSTALLED

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RECEP

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RECEPTIONIST

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SECRETARY

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SECR

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SECURITY

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SECU

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AHJ

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AUTHORITY HAVING JURISDICTION

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VOL

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VOLUME

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FIELD VERIFIED

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FLORIDA BUILDING CODE (FBC) 2020 SEVENTH EDITION

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FLORIDA ACCESSIBILITY CODE 2020 SEVENTH EDITIONN

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FLORIDA PLUMBING CODE 2020 SEVENTH EDITION

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FLORIDA MECHANICAL CODE 2020 SEVENTH EDITION

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FLORIDA FIRE PREVENTION CODE (FFPC) 2020 SEVENTH EDITION

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OTHER APPLICABLE CODE CRITERIA, BUT NOT LIMITED TO THE FOLLOWING:

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NFPA 1, "UNIFORM FIRE CODE," 2018 ED. AS MODIFIED BY FFPC

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NFPA 10, "STANDARD FOR PORTABLE FIRE EXTINGUISHERS," 2018 EDITION

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NFPA 13, "STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS," 2016 EDITION

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NFPA 70, "NATIONAL ELECTRICAL CODE," 2017 EDITION

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NFPA 72, "NATIONAL FIRE ALARM CODE," 2016 EDITION

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NFPA 80, "STANDARD FOR FIRE DOORS AND FIRE WINDOWS," 2016 EDITION

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NFPA 101, " LIFE SAFETY CODE," (LSC) 2018 ED., AS MODIFIED BY THE FFPC

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NFPA 110, " STANDARD ON EMERGENCY AND STANDBY POWER SYSTEMS, 2016 EDITION

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FLORIDA CORRECTIONS ACCREDITATION COMMISSION STANDARDS, EDITION 4.11

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FLORIDA MODEL JAIL STANDARDS

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CLASSIFICATION OF WORK: ALTERATION LEVEL 2 PER FBC SEVENTH EDITION

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2020 EXISTING BUILDING CHAPTER 5 SECTION 504.1

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1. OCCUPANCY CLASSIFICATION

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1.1 CONSTRUCTION TYPE

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1.2 ALLOWABLE HEIGHT

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1.3 ALLOWABLE AREA

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1.4 ALLOWABLE STORIES

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INSTITUTIONAL I--3

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II-B

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UNCHANGED

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2. EXISTING BUILDING CONSTRUCTION TYPE

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II-B

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3. CONSTRUCTION AREA

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3.1 BUILDING E - LEVEL 1

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3.2 BUILDING E - LEVEL 5

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3.3 BUILDING E - LEVEL 6

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3.4 FDC - LEVEL 1 3.5 BRC - LEVEL 1 AREA - TOTAL

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4,230 SF

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1,752 SF

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59 SF

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6,041 SF

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MAXIMUM TRAVEL DISTANCE

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TO AN EXIT

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MINIMUM NUMBER OF EXITS

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CHAPTER 10 - FBC 2020

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(PER TABLE 1017.2 FBC 2020 -

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EXIT ACCESS TRAVEL DISTANCE)

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MAXIMUM COMMON PATH OF

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TRAVEL

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(PER TABLE 1006.2.1 FBC 2020 -

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COMMON PATH OF EGRESS TRAVEL)

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(PER SECTION 1006.3

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EXIT OR EXIT ACCESS DOORWAYS

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REQUIRED)

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MAXIMUM DEAD END

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CORRIDOR

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(PER SECTION 1020.4 DEAD ENDS)

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OCCUPANT LOADS UNCHANGED

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UNCHANGED

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UNCHANGED

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6,041 SF

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6,041 SF

AutoCAD SHX Text THERE IS NO INTERIOR RECONFIGURATION OF THE EXISTING FACILITY LAYOUT - COMMON PATH OF TRAVEL IS UNCHANGED

AutoCAD SHX Text THERE IS NO INTERIOR RECONFIGURATION OF THE EXISTING FACILITY LAYOUT - EXISTING DEAD END CORRIDORS ARE UNCHANGED.

AutoCAD SHX Text THE OCCUPANT LOAD OF THE EXISTING FACILITY DID NOT INCREASE - NUMBER OF EXITS IS UNCHANGED

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1. THESE DRAWINGS HAVE BEEN DEVELOPED FROM OBSERVED FIELD CONDITIONS AND AS-BUILT DRAWINGS AND MAY THESE DRAWINGS HAVE BEEN DEVELOPED FROM OBSERVED FIELD CONDITIONS AND AS-BUILT DRAWINGS AND MAY NOT REFELECT ALL HIDDEN CONDITIONS. DUE TO THE FUNCTION OF THIS FACILITY NOT ALL CELLS WITHIN THIS SCOPE OF WORK WERE ABLE TO BE VERIFIED. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING HIS BID. CONTRACTOR SHALL INFORM THE OWNER/ARCHITECT IF DISCREPANCIES ARE FOUND. 2. CONTRACTOR SHALL CONFORM TO ALL STATE AND LOCAL APPLICABLE CODES FOR DEMOLITION AND NEW WORK. CONTRACTOR SHALL CONFORM TO ALL STATE AND LOCAL APPLICABLE CODES FOR DEMOLITION AND NEW WORK. 3. CONTRACTOR MUST COORDINATE WITH THE OWNER ALL SHUT DOWNS IN UTILITY SERVICE THAT MAY BE NEEDED A CONTRACTOR MUST COORDINATE WITH THE OWNER ALL SHUT DOWNS IN UTILITY SERVICE THAT MAY BE NEEDED A MINIMUM OF 14 DAYS IN ADVANCE. 4. CONTRACTOR MUST MAINTAIN THE CONTINUITY OF ALL FIRE RATED ASSEMBLIES DURING DEMOLITION AND NEW CONTRACTOR MUST MAINTAIN THE CONTINUITY OF ALL FIRE RATED ASSEMBLIES DURING DEMOLITION AND NEW CONSTRUCTION. 5. CONTRACTOR SHALL MAINTAIN EXISTING LIFE SAFETY SYSTEMS THROUGHOUT THE ENTIRE CONSTRUCTION PHASE. CONTRACTOR SHALL MAINTAIN EXISTING LIFE SAFETY SYSTEMS THROUGHOUT THE ENTIRE CONSTRUCTION PHASE. 6. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, FOR PROPER REMOVAL OF ALL DEBRIS ASSOCIATED WITH THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, FOR PROPER REMOVAL OF ALL DEBRIS ASSOCIATED WITH THE CONSTRUCTION. CONSTRUCTION DEBRIS SHALL BE REMOVED ON A DAILY BASIS. 7. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED ON SITE, DO NOT DISTURB IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED ON SITE, DO NOT DISTURB AND IMMEDIATELY NOTIFY THE ARCHITECT AND OWNER. HARZARDOUS MATERIALS SHALL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT. 8. NO HEAVY MACHINERY TO BE USED INSIDE THE FACILITY. NO HEAVY MACHINERY TO BE USED INSIDE THE FACILITY. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING OR SUPPORT OF EXISTING STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING OR SUPPORT OF EXISTING STRUCTURE. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND PAINTING / FINISHING OF ALL SURFACES EXPOSED OR CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND PAINTING / FINISHING OF ALL SURFACES EXPOSED OR DAMAGED AS A RESULT OF DEMOLITION OR NEW CONSTRUCTION. REPAIRS AND FINISHES SHALL MATCH EXISTING ADJACENT CONDITIONS. 11. CONTRACTOR SHALL HAVE A PRE-CONSTRUCTION MEETING WITH THE OWNER TO DISCUSS ALL OPERATIONAL CONTRACTOR SHALL HAVE A PRE-CONSTRUCTION MEETING WITH THE OWNER TO DISCUSS ALL OPERATIONAL PROCEDURES REQUIRED FOR DOING WORK ON THE FACILITY.

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1. CONTRACTOR SHALL PROVIDE SEPARATE PRICING FOR EACH BUILDING CONTRACTOR SHALL PROVIDE SEPARATE PRICING FOR EACH BUILDING 2. CONTRACTOR SHALL PROVIDE A BASE BID AND TWO (2) BID ADDS. SEE CONTRACTOR SHALL PROVIDE A BASE BID AND TWO (2) BID ADDS. SEE ISOLATION CELL TABULATION CHART ON THIS SHEET. 3. CONTRACTOR SHALL FOLLOW INSTRUCTIONS IN DIVISION 01 OF THE CONTRACTOR SHALL FOLLOW INSTRUCTIONS IN DIVISION 01 OF THE SPECIFICATIONS.

FOUR MAN

DORMITORY

E309

SHOWER

E331

MECH

E325

MECH.

E351

FOUR MAN

DORMITORY

E409 E422

Sheet Number:Drawn:

JOB No.1705-0004

Phase:

Designed:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

Checked:

SHEET INFORMATION:

PROJECT NAME:

605 E.ROBINSON ST. - SUITE 750

ORLANDO, FL 32801

PHONE: 407.648.7288

No. Date Description

O ra ng e

Co un ty C or re ct at io n Ce ll Re no va tio ns

V is io n

Bl vd

O rla nd o, F

MARCH 28, 2024

100% CD

482 SOUTH KELLER ROAD

ORLANDO, FL. 32810

PHONE: 407.647.7275 FAX: 407.740.8958

NAME: DONALD M. WILLIAMS, AIA

FL. LICENSE #: AR92126

KEY PLAN - BLDG 'E' (3rd LEVEL) DEMOLITION PLAN - 3rd LEVEL1

D1.1

AD1.1

BUILDING 'E'

PARTIAL DEMOLITION PLANS

FOUR MAN

DORMITORY

E301

MECH.

E323

MECH.

D325

SHOWER

E327

DAYROOM

E313

ELEC.

E326

SHOWER

E332

FOUR MAN

DORMITORY

E312

FOUR MAN

DORMITORY

E311

DAYROOM

E316

TOILET

E337

PROGRAM AREA

E333

TOILET

E338

FOUR MAN

DORMITORY

E308

STORAGE

E324

Room E249

FOUR MAN

DORMITORY

E310

FOUR MAN

DORMITORY

E309

MECH.

E336

MECH.

E335

PROGRAM AREA

E334

DAYROOM

E317

SHOWER

E331

MECH

E325

STORAGE

E320

DAYROOM

E318

CONTROL

STATION

E242

FOUR MAN

DORMITORY

E307

DAYROOM

E315

FOUR MAN

DORMITORY

E306

DAYROOM

E314

SHOWER

E328

SHOWER

E329

FOUR MAN

DORMITORY

E305

FOUR MAN

DORMITORY

E302

FOUR MAN

DORMITORY

E303

FOUR MAN

DORMITORY

E304

STAIR

E322 AREA OF DEMOLITION

KEY PLAN - BLDG 'E' (4th LEVEL) DEMOLITION PLAN - 4th LEVEL 2

D1.1

FOUR MAN

STORAGE

E419

MECH

E435

E423

MECH

E434

FOUR MAN

DORMITORY

E405

FOUR MAN

DORMITORY

E412

FOUR MAN

DORMITORY

E411

TOILET

E427

COMMON ROOM

E433

FOUR MAN

DORMITORY

E407

FOUR MAN

DORMITORY

E406

MECH.

E431

DORMITORY

E401

FOUR MAN

DORMITORY

E402

FOUR MAN

DORMITORY

E403

FOUR MAN

DORMITORY

E404

FOUR MAN

DORMITORY

E408

PROGRAM AREA

E425 TOILET

E428

MECH.

E429 PROGRAM AREA

E426

MECH.

E351

FOUR MAN

DORMITORY

E410

FOUR MAN

DORMITORY

E409

PROGRAM AREA

E424

MECH

E436

ROOM

E420

OPEN TO

BELOW

MECH.

E430

OPEN TO

BELOW

E421

OPEN TO

BELOW

OPEN TO

BELOW

E418

E413

E414 MECH.

E432

OPEN TO

BELOW

E415

OPEN TO

BELOW

E416

E422

DEMOLITION KEY NOTES #

AREA OF DEMOLITION

DEMOLITION KEY NOTES #

GENERAL DEMOLITION NOTES

TYPICAL DEMOLITION ELEV.3

D1.1

TYPICAL DEMOLITION ELEV.3

D1.1

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NTS

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NTS

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DOWN

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DOWN

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DOWN

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DOWN

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DOWN

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DOWN

AutoCAD SHX Text D1 REMOVE EXISTING CONCRETE SLAB AS REQUIRED FOR NEW DUCTWORK SEE MECH. SHTS FOR SIZES. EXACT LOCATION OF OPENING SHALL BE FIELD DETERMINED.

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AutoCAD SHX Text D1 REMOVE EXISTING CONCRETE SLAB AS REQUIRED FOR NEW DUCTWORK SEE MECH. SHTS FOR SIZES. EXACT LOCATION OF OPENING SHALL BE FIELD DETERMINED.

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1. G.C. SHALL VISIT THE SITE AND REVIEW ALL AREAS THAT REQUIRE DEMOLITION TO G.C. SHALL VISIT THE SITE AND REVIEW ALL AREAS THAT REQUIRE DEMOLITION TO ENSURE NO CONFLICTS EXIST. 2. G.C. SHALL REFER TO ALL SHEETS IN THE SET OF CONSTRUCTION DOCUMENTS FOR G.C. SHALL REFER TO ALL SHEETS IN THE SET OF CONSTRUCTION DOCUMENTS FOR ADDITIONAL DEMOLITION SCOPE. 3. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE ON A DAILY BASIS. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE ON A DAILY BASIS. 4. EXTRAORDINARY CARE MUST BE TAKEN DURING DEMOLITION SO THAT NO DAMAGE OCCURS EXTRAORDINARY CARE MUST BE TAKEN DURING DEMOLITION SO THAT NO DAMAGE OCCURS TO EXISTING ITEMS TO REMAIN. 5. IF EXISTING ITEMS TO REMAIN ARE DAMAGED, IT MUST BE REPAIRED TO IT'S ORIGINAL IF EXISTING ITEMS TO REMAIN ARE DAMAGED, IT MUST BE REPAIRED TO IT'S ORIGINAL CONDITION AT NO COST TO THE OWNER. 6. IF ANY EXISTING UTILITY NEEDS TO BE TEMPORARILY TURNED OFF FOR DEMOLITION, THE IF ANY EXISTING UTILITY NEEDS TO BE TEMPORARILY TURNED OFF FOR DEMOLITION, THE G.C. MUST COORDINATE THIS WITH THE OWNER. 7. THE G.C. MUST COORDINATE WITH THE OWNER IF ITEMS REMOVED ARE TO BECOME THE G.C. MUST COORDINATE WITH THE OWNER IF ITEMS REMOVED ARE TO BECOME THE PROPERTY OF THE G.C. FOR DISPOSAL OR SALVAGED AND RETAINED FOR THE OWNER. 8. THE G.C. SHALL VERIFY SLAB CONSTRUCTION PRIOR TO REMOVING ANY AREAS OF THE THE G.C. SHALL VERIFY SLAB CONSTRUCTION PRIOR TO REMOVING ANY AREAS OF THE SLAB. 9. THE EXISTING SLAB SHALL BE X-RAYED PRIOR TO ANY DEMOLITION TO ENSURE THAT NO THE EXISTING SLAB SHALL BE X-RAYED PRIOR TO ANY DEMOLITION TO ENSURE THAT NO REINFORCEMENT OR STRANDS (IF POST TENSION) ARE CUT OR DAMAGED. IF DAMAGE OCCURS DURING DEMOLITION IT WILL BE THE RESPONSIBILITY OF THE GC TO REPAIR AS NEEDED.

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NO SCALE

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NO SCALE

Sheet Number:Drawn:

JOB No.1705-0004

Phase:

Designed:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

Checked:

SHEET INFORMATION:

PROJECT NAME:

605 E.ROBINSON ST. - SUITE 750

ORLANDO, FL 32801

PHONE: 407.648.7288

No. Date Description

O ra ng e

Co un ty C or re ct at io n Ce ll Re no va tio ns

V is io n

Bl vd

O rla nd o, F

MARCH 28, 2024

100% CD

482 SOUTH KELLER ROAD

ORLANDO, FL. 32810

PHONE: 407.647.7275 FAX: 407.740.8958

NAME: DONALD M. WILLIAMS, AIA

FL. LICENSE #: AR92126

KEY PLAN - BLDG 'E' (1st LEVEL)

DEMOLITION FLOOR PLAN1

A1.1

REFLECTED CLG. PLAN4

A1.1

FLOOR PLAN2

A1.1

AREA OF SCOPE

A1.1

BUILDING 'E'

1st LEVEL PLANS

DEMOLITION REFLECTED CLG. PLAN3

A1.1

DEMOLITION PLAN KEY NOTES D#

FLOOR PLAN KEY NOTES #

RCP KEY NOTES #

DEMOLITION RCP KEY NOTES D#

RCP LEGEND

FLOOR PLAN LEGEND

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

DEMOLITION ELEV.5

A1.1

AutoCAD SHX Text

AutoCAD SHX Text A1.1

AutoCAD SHX Text

AutoCAD SHX Text A-2.1

AutoCAD SHX Text

AutoCAD SHX Text A-2.1

AutoCAD SHX Text

OPP.

AutoCAD SHX Text A-2.1

AutoCAD SHX Text

AutoCAD SHX Text A-2.1

AutoCAD SHX Text

AutoCAD SHX Text scale:

AutoCAD SHX Text

NTS

AutoCAD SHX Text scale:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text scale:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text scale:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text

AutoCAD SHX Text scale:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text D1

AutoCAD SHX Text D2

AutoCAD SHX Text

AutoCAD SHX Text (NOTE: ALL KEY NOTES MAY NOT APPLY) D1 REMOVE EXISTING STEEL BED D2 REMOVE EXISTING SHOWER CONTROL UNIT. REFER TO PLUMBING. D3 REMOVE EXISTING DOOR, D4 REMOVE EXISTING DOOR HARDWARE D5 REMOVE EXISTING GRAB BAR D6 REMOVE EXISTING SINK/WATER CLOSET COMBINATION UNIT. REFER TO PLUMBING DRAWINGS D7 SAW CUT AND REMOVE CONCRETE FLOOR SLAB FOR NEW MECHANICAL DUCT WORK. SEE MECH. SHEETS. . D8 REMOVE EXISTING WALL AS REQUIRED FOR INSTALLATION OF NEW EXHAUST DUCT WORK. DUCT WORK SHALL BE SEALED ENTIRELY ON EACH SIDE OF THE WALL. REFER TO MECH. SHEETS FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text (NOTE: ALL KEY NOTES MAY NOT APPLY) ALL KEY NOTES MAY NOT APPLY) 1 NEW POLYMER BED. REFER TO SPECIFICATION. NEW BED TO BE INSTALLED IN THE SAME LOCATION AS WAS THE EXISTING 2 NEW LAVATORY/WATER CLOSET COMBINATION UNIT, REFER TO PLUMBING DRAWINGS. 3. EXISTING LAVATORY/WATER CLOSET COMBINATION UNIT TO REMAIN 4 EXISTING FLOOR DRAIN 5 NEW SINGLE BUTTON SHOWER CONTROL AND SHOWER HEAD. REFER TO PLUMBING SHEETS. 6 NOT USED. 7 NOT USED. 8 NEW NON-LIGATURE GRAB BAR. REFER TO SPECIFICATIONS. 9 G.C. TO PROVIDE AND INSTALL A NEW ALUMINUM PLATE MIRROR ABOVE NEW LAVATORY IN CELLS WHERE A MIRROR DOES NOT EXIST. G.C. SHALL VERIFY QUANTITY OF NEW MIRRORS NEEDED PRIOR TO BID. 10 NOT USED. 11. PATCH ALL DAMAGED WALL AREAS AND PREP ALL WALLS FOR REPAINTING. REPAINT, ALL WALLS, COLOR 'PRISON SAHARA' #2407C/M.WITH A SHEEN TO MATCH EXISTING 12. NEW STAINLESS STEEL PRIVACY SCREEN. REFER TO DETAIL 3/A2.1 13. EXISTING DOUBLE TABLE/CHAIR UNIT TO REMAIN. 14. EXISTING STAINLESS STEEL SHELF TO REMAIN 15 PROVIDE NEW FOOD PASS THROUGH DOOR HINGES IF THE EXISTING HINGES ARE DAMAGED, NOT FUNCTIONING PROPERLY OR MISSING. G.C. SHALL WALK THE SITE WITH OWNER PRIOR TO BIDDING AND COORDINATE NUMBER OF NEW HINGES NEEDED. SEE DETAIL 5/A2.1. HINGES TO BE FIELD PAINTED TO MATCH COLOR OF DOOR.

AutoCAD SHX Text (NOTE: ALL KEY NOTES MAY NOT APPLY) ALL KEY NOTES MAY NOT APPLY) 1 EXISTING CONCRETE CEILING TO REMAIN. 2 EXISTING LIGHT FIXTURE TO REMAIN, SEE ELEC. DWGS 3 EXISTING HVAC GRILLE. SEE MECH. DWGS. 4 EXISTING SECURITY DEVICE. SEE ELEC. DWGS. 5 NEW RECESSED LIGHT FIXTURE. SEE ELEC. SHEETS. . 5A NEW SURFACE MOUNTED CORNER LIGHT FIXTURE. SEE ELEC. SHEETS.. 5B NEW SURFACE MOUNTED LIGHT FIXTURE. SEE ELEC. SHEETS. 6 NEW SECURITY DEVICE. SEE ELEC. SHEETS. 7 NEW HVAC GRILLE. SEE MECH. SHEETS. 8 NEW ANTI-LIGATURE RECESSED SHOWER HEAD INSTALLED IN THE EXISTING CEILING. PATCH/REPAIR CEILING AND REPAINT AS NEEDED. 9 NEW SPRINKLER HEAD 10 PATCH/REPAIR CEILING AS NEEDED AFTER DEMOLITION IS COMPLETED PRIOR TO INSTALLATION OF NEW FIXTURE. REPAINT PATCHED AREA.

AutoCAD SHX Text (NOTE: ALL KEY NOTES MAY NOT APPLY) ALL KEY NOTES MAY NOT APPLY) D1 REMOVE EXISTING LIGHT FIXTURE. SEE ELEC. DWGS. D2 REMOVE EXISTING HVAC GRILLE. SEE MECHANICAL DWGS D3 REMOVE EXISTING SECURITY DEVICE. SEE ELEC. DWGS. D4 REMOVE EXISTING SPRINKLER HEAD D5 SAW CUT AND REMOVE EXISTING CONCRETE SLAB TO CREATE OPENING TO FLOOR ABOVE FOR NEW DUCT WORK. SEE MECH. SHEETS. D6 SAW CUT AND REMOVE EXISTING CONCRETE ROOF DECK ABOVE TO CREATE OPENING FOR NEW EXHAUST DUCT WORK / FAN. SEE MECH. SHEETS.

AutoCAD SHX Text LIGHT FIXTURE TO BE REMOVED. SEE ELEC. SHTS. NEW LIGHT FIXTURE. SEE ELEC. SHTS. EXISTING CAMERA TO BE REMOVED. SEE ELEC. SHTS. NEW CAMERA. SEE ELEC SHTS EXISTING EXHAUST GRILLE TO REMAIN. SEE MECH. SHTS. EXISTING SUPPLY GRILLE TO REMAIN. SEE MECH. SHTS. EXISTING RETURN GRILLE TO REMAIN. SEE MECH. SHTS.

AutoCAD SHX Text EXISTING BED TO BE REMOVED NEW BED EXISTING WATER CLOSET / LAVATORY UNIT TO BE REMOVED NEW WATER CLOSET/ LAVATORY COMBINATION UNIT. SEE PLUMBING SHTS.

AutoCAD SHX Text D1

AutoCAD SHX Text D3

AutoCAD SHX Text

AutoCAD SHX Text 5A

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text

AutoCAD SHX Text D6

AutoCAD SHX Text

AutoCAD SHX Text 5A

AutoCAD SHX Text

NOTE: REFER TO SHEET D1.1 FOR ADDITIONAL DEMOLITION IN BUILDING 'E'.

AutoCAD SHX Text

NOTE: REFER TO SHEET D1.1 FOR ADDITIONAL DEMOLITION IN BUILDING 'E'.

AutoCAD SHX Text D2

AutoCAD SHX Text

AutoCAD SHX Text scale:

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text NOTE: THIS DEMOLITION ELEVATIONS SHOWS THE INTENT OF THE REQUIRED ISOLATION CELL SHOWER DEMOLITION. G.C. SHALL FIELD VERIFY EACH SHOWER WITHIN THE SCOPE OF WORK.

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

(TYP)

Sheet Number:Drawn:

JOB No.1705-0004

Phase:

Designed:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

Checked:

SHEET INFORMATION:

PROJECT NAME:

605 E.ROBINSON ST. - SUITE 750

ORLANDO, FL 32801

PHONE: 407.648.7288

No. Date Description

O ra ng e

Co un ty C or re ct at io n Ce ll Re no va tio ns

V is io n

Bl vd

O rla nd o, F

MARCH 28, 2024

100% CD

482 SOUTH KELLER ROAD

ORLANDO, FL. 32810

PHONE: 407.647.7275 FAX: 407.740.8958

NAME: DONALD M. WILLIAMS, AIA

FL. LICENSE #: AR92126

KEY PLAN -BLDG. E ( 5 th LEVEL)

AREA OF SCOPE

A1.2

BUILDING 'E'

5th LEVEL PLANS

DEMOLITION FLOOR PLAN1

A1.2

REFLECTED CLG. PLAN4

A1.2

FLOOR PLAN2

A1.2

DEMOLITION REFLECTED CLG. PLAN3

A1.2

DEMOLITION PLAN KEY NOTES D#

FLOOR PLAN KEY NOTES #

RCP KEY NOTES #

DEMOLITION RCP KEY NOTES D#

RCP LEGEND

FLOOR PLAN LEGEND

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

NO SCOPE OUTSIDE OF

CELL AREA

AutoCAD SHX Text scale:

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text scale:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text scale:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text scale:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text scale:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text D1

AutoCAD SHX Text D2

AutoCAD SHX Text D5

AutoCAD SHX Text

AutoCAD SHX Text EXISTING BED TO BE REMOVED NEW BED EXISTING WATER CLOSET / LAVATORY UNIT TO BE REMOVED NEW WATER CLOSET/ LAVATORY COMBINATION UNIT. SEE PLUMBING SHTS.

AutoCAD SHX Text D1

AutoCAD SHX Text D3

AutoCAD SHX Text 5A

AutoCAD SHX Text

AutoCAD SHX Text D6

AutoCAD SHX Text

AutoCAD SHX Text 5A

AutoCAD SHX Text

AutoCAD SHX Text D1

AutoCAD SHX Text D7

AutoCAD SHX Text D5

AutoCAD SHX Text

NOTE: REFER TO SHEET D1.1 FOR ADDITIONAL DEMOLITION IN BUILDING 'E'.

AutoCAD SHX Text

NOTE: REFER TO SHEET D1.1 FOR ADDITIONAL DEMOLITION IN BUILDING 'E'.

AutoCAD SHX Text

Sheet Number:Drawn:

JOB No.1705-0004

Phase:

Designed:

Date Issued:

PROFESSIONAL SEALS:

CLIENT:

SHEET TITLE:

ISSUE LOG

CONSULTANT:

Checked:

SHEET INFORMATION:

PROJECT NAME:

605 E.ROBINSON ST. - SUITE 750

ORLANDO, FL 32801

PHONE: 407.648.7288

No. Date Description

O ra ng e

Co un ty C or re ct at io n Ce ll Re no va tio ns

V is io n

Bl vd

O rla nd o, F

MARCH 28, 2024

100% CD

482 SOUTH KELLER ROAD

ORLANDO, FL. 32810

PHONE: 407.647.7275 FAX: 407.740.8958

NAME: DONALD M. WILLIAMS, AIA

FL. LICENSE #: AR92126

KEY PLAN -BLDG. E ( 5 th LEVEL)

AREA OF SCOPE

A1.3

BUILDING 'E'

5th LEVEL PLANS

DEMOLITION FLOOR PLAN1

A1.3

REFLECTED CLG. PLAN4

A1.3

FLOOR PLAN2

A1.3

DEMOLITION REFLECTED CLG. PLAN3

A1.3

DEMOLITION PLAN KEY NOTES D#

FLOOR PLAN KEY NOTES #

RCP KEY NOTES #

DEMOLITION RCP KEY NOTES D#

RCP LEGEND

FLOOR PLAN LEGEND

AutoCAD SHX Text scale:

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text scale:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text scale:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text scale:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text scale:

AutoCAD SHX Text 1/4"=1'-0"

AutoCAD SHX Text (NOTE: ALL KEY NOTES MAY…

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