26000_01_DRAWINGS_2026-0408_COMPRESSED1 (2).pdf

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Scale

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Cover Sheet

PIKE COUNTY BOARD OF

SUPERVISORS

PIKE CO. JAIL RENOVATIONS -

SHOWERS

KJBKJB 04/08/2026

26000.01

.0

2109 Jesse Hall Ind Park Rd, Magnolia, MS 39652

A000

PIKE CO. JAIL RENOVATIONS - SHOWERS

PIKE COUNTY BOARD OF SUPERVISORS

2109 Jesse Hall Ind Park Rd, Magnolia, MS 39652

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CONSTRUCTION DOCUMENTS

# Description Date

A202

A202

A202

A201

A200

A202

A202

A200

A201

A202

8BLOCK B

BLOCK D

BLOCK C

BLOCK A

BLOCK F

ADA HOLDING

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LOCATION PLAN TO BE SHARED WITH

CONTRACTOR AFTER PROJECT AWARDED.

ALTERNATE #1

ALTERNATE #2

ALTERNATE #3

ALTERNATE #4

A201

A200

A200

A201

B-BALCONY

D-BALCONY

A-BALCONY

C-BALCONY

ALTERNATE #1

A200

ENLARGED PLAN

AND/OR DETAIL

A200 BUILDING SECTION DETAIL

EXTERIOR ELEVATION

1 GRID TAG

INTERIOR ELEVATION A610

INTERIOR

ELEVATION

B

C

D

A

A001 1/8"=1'-0"

FLOOR PLAN IDENTIFIER

ROOM IDENTIFIER(S)

THIS

ROOM

A000

NORTH ARROW

WALL TYPES

NOTE (S)

A A

FRAME TYPES

WINDOW TYPE

DOOR MARK

ELEVATION

000'

FFE

A200

A300

AA E01

A

A610 2

A

9'-4" 1 Ceiling Type

"height"

"type"

Detail #

Sheet #

Detail #

Sheet #

Sheet #

Detail #

Sheet #

Room Name

Room #

Detail #

Sheet #

Sheet #

+ 00.00'

Scale 1 1/2"=1'-0"

Scale

JBHM Architecture Project Architect: Kimberly J. Buford, AIA 1400 Meadowbrook Road, Suite 101 Jackson, MS 39211 Ph: 601.352.2699 Email : kbuford@jbhm.com

ARCHITECTURAL

OWNER

Pike County Board of Supervisors Pike County Jail Jail Administrator: Jewel Hines

PLUMBING

GSK Mechanical, Inc.

Project Mgr: Jason Kackley 201 Park Court, Suite A Ridgeland, MS 39157 Ph: 601.605.2930 Fax: 601.898.4517 Email: jkackley@gskmech.com

1. Repairs:

A. Replace Detention Shower Heads B. Repair of worn concrete shower bases; Apply epoxy coating system.

C. Replace non-working detention watercloset/lavatory fixtures. Total three (3).

D. Repair and replace floor drain grates.

Areas of Work are limited to the following:

Base Bid ~200 SF Alternate #1 ~200 SF Alternate #2 ~ 50 SF Alternate #3 ~ 40 SF Alternate #4 ~ 90 SF ALL Phases/Alternates is approximately 580 SF.

Detention Facility, Judicial, and Admin is approximately 28,500 SF.

Overall plans are concealed in this set of drawings to maintain security. Scope of Work does not affect existing exit routes or life safety systems.

APPLICABLE CODE:

2024 International Existing Building Code (IEBC)

09 67 23 Epoxy Floor System

Router cut concrete floor to create thickened epoxy edge.

Ex. Concrete Slab

09 29 00 5/8" Type "X"

Impact & Moisture Resistant Gyp Bd.

09 22 36 Security Mesh

Existing Ceiling Support to remain. Protect system during demolition.

Existing CMU Wall

09 29 00 Cont. L-trim at Perimeter

07 92 16 Security Sealant Cont.

@ Ceiling Perimeter

INTERIOR FINISH LEGEND

Wall Finishes

P1 PAINT; Sherwin Williams or equal Color: TBD

P2 PAINT; Sherwin Williams or equal Color: TBD

Wall Base

TB1 TROWELED BASE (EPOXY MATERIAL)

Color: Match Resinous Flooring Color Height: 6-inches (min.)

Location: All shower base perimeters, not including curb.

Floor Finishes

RF1 RESINOUS FLOORING, EPOXY SYSTEM (PRIME)

Color:

Location: Shower base and floor directly outside showers as indicated on floor plans.

RF2 RESINOUS FLOORING, EPOXY SYSTEM (ACCENT)

Color:

Location: All Shower Curbs

INTERIOR FINISH NOTES

1. Verify extents of Work.

2. Edge of Work shall be clean and straight lines.

3. All plumbing fixtures, new and existing, shall have security sealant applied to perimeter.

GENERAL NOTES

1. Final Colors to be selected with Owner.

2. See Plans for extent of Work.

3. Coordinate with Owner's Concurrent Work - Painting.

See Specification Section 012300

ALTERNATE #1: Work shown in 2-Story Blocks B & D (Rooms 116 & 109).

ALTERNATE #2: Work shown in Block F (Room 77).

ALTERNATE #3: Work shown in Booking Restroom (Room 55).

ALTERNATE #4: Work shown in ADA Holding Cell (Room 52).

ALTERNATE #5: Twenty Drain Grate Replacements.

Locations to be coordinated with Owner.

09 67 23 Epoxy Floor System

Troweled Base

Ex. Construction

A lig n w

T

.O S h o w e r C u rb

Terminate per Mfr's recommendation without metal cove strip.

Prep & Paint Stainless Steel Saddle Threshold;

Eq. to Pemko/ASSA Abloy 175SS, #4 Brushed Finish

Grout solid

07 92 16 Cont. Security Sealant @ each side of threshold.

/2

4"

Security fasteners; 8" o.c. min.

Set fasteners in security sealant to waterproof.

PIKE COUNTY JAIL

HWY 51

I-55

AIRPORT FERNWOOD RD

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Scale

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Index of Drawings / Areas of Work Plans

PIKE COUNTY BOARD OF

SUPERVISORS

PIKE CO. JAIL RENOVATIONS -

SHOWERS

KJBKJB 04/08/2026

26000.01

.0

2109 Jesse Hall Ind Park Rd, Magnolia, MS 39652

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- ARCHITECTURAL -

A200 Blocks A & C

A201 Blocks B & D (Alternate #1)

A202 Block F, Booking, and ADA Holding (ALTERNATE #2, 3, & 4)

- MECHANICAL -

M100 MECHANICAL NEW WORK PLANS

- GENERAL SHEETS -

A000 Cover Sheet

A001 Index of Drawings / Areas of Work Plans

JBHM©JBHM©JBHM©

1" = 20'-0"

1 AREAS OF WORK - 1ST FLR

JBHM©JBHM©JBHM©

1" = 20'-0" 2 AREAS OF WORK - 2nd FLR

SYMBOLS LEGEND INDEX OF DRAWINGS

ALTERNATES

PROJECT TEAM

CODE REVIEW

PROJECT LOCATION

JBHM©JBHM©JBHM©

3" = 1'-0" 4 Epoxy FLR Edge Detail

JBHM©JBHM©JBHM©

3" = 1'-0" 5 Secure Ceiling @ CMU Wall

JBHM©JBHM©JBHM©

3" = 1'-0" 3 Epoxy Cove Base Detail

JBHM©JBHM©JBHM©

6" = 1'-0" 6 ADA Shower Threshold

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

BLOCK A

BLOCK C

Balcony above

PREP for EPOXY SYSTEM PREP for EPOXY SYSTEM

1 1 1

3 4

3 4

A-BALCONY

C-BALCONY

PREP for EPOXY SYSTEM PREP for EPOXY SYSTEM

1 1 1

3 4 3 4

BLOCK A

A200

BLOCK C

E P

O X

Y F

L R

C O

A T

IN

G

(V

E R

IF

Y

096700 EPOXY FLR COATING

11'-0" (VERIFY) 8"

096700 EPOXY FLR COATING

5'-6" (VERIFY)

A001

Sim

A001

Sim

A200 8 A20011

A

A A

A

B

BB

B

B

B

C C

C

C

D

D E

E

K

A-BALCONY

C-BALCONY

A200

A200 8 A20011

A A A

A

B

BB

B

B

B

C

C

C

C

D E D E

I I

Repair/Replace Rusted Metal Trim at Balcony Edge

EPOXY Flooring Coating & Base

K

GENERAL NOTES:

• All information is based on field observations and owner supplied documents and may not reflect actual field conditions. Upon discovery of any discrepancies between drawings depicting existing conditions or upon discovery of unknown conditions detrimental to the completion of the work as indicated in the documents, the Contractor shall immediately notify the Architect, in writing, of the condition in question before proceeding with work in that area.

• Salvage is defined as carefully removing and retaining items for reuse. Further evaluation of certain items in terms of salvage desirability may occur prior to construction.

• Areas shall be surveyed by Owner and Contractor prior to demolition. Materials and fixtures to be salvaged and stored for reuse shall be tagged by the Contractor as directed by the owner.

Materials and fixtures to be reused shall be protected against damage.

• Contractor is responsible for all shoring and bracing necessary to maintain structural integrity.

• If any existing fireproofing or assemblies to remain intact are damaged during demolition, the contractor shall repair damage to the level of the original fire protection requirements.

• Remove existing construction as indicated.

• Patch adjoining walls, floors and deck and prepare surfaces to receive a new finish as per finish schedule.

• Care shall be taken at interface between demolition and existing construction to remain to avoid damage to any system to remain.

• The Contractor shall be responsible for existing substrate correction in all areas where mechanical, plumbing and electrical equipment and services are removed.

• It is intended that removal of all major mechanical, plumbing and electrical items be completed by their respective trades. All items to be removed are not necessarily shown on these documents. Once removal of major items is completed by respective trades, the remaining items are to be removed by the General Contractor.

• All existing construction remaining after demolition that interferes with new construction shall be removed as directed by the Architect upon notification by the Contractor.

• Wall, floor and ceiling demolition includes any and all mastic, applied finish material, shelving, cabinet work, brackets, standards, anchors, fasteners, bases, curbs and fixtures (whether or not specifically noted) that interfere with the new construction.

• Provide temporary protection as necessary to seal building from the elements and maintain building security where demolition is indicated.

• The Contractor shall notify, coordinate, schedule and receive prior permission from the Owner if any shutdown of services is necessary to complete the work. Notification shall include the type of service, area affected, requested shutdown time, length of time, service to be disconnected and proposed reconnection time.

• Demolition work shall be executed in conformance with all codes and ordinances as set forth by all governing authorities.

DEMOLITION SCOPE:

• Floor finishes in affected rooms/areas to be removed in their entirety.

• Light fixtures to be removed only in area(s) as specifically noted. See Demolition and

Renovation Floor Plans.

• Remove, relocate and replace plumbing fixtures and shower accessories.

DEMOLITION NOTES:

1. Remove existing shower fixtures. See Plumbing for proper capping of water and sewer.

Coordinate with Plumbing drawings.

2. Remove Combination Watercloset/Lavatory Unit in its entirety. See Plumbing for proper capping of water and sewer. Coordinate with Plumbing drawings.

3. Remove Shower Accessory - Wall Hooks - in their entirety.

4. Remove existing flooring &/or concrete finish down to existing slab. Clean and prep existing slab to receive new finishes.

5. Neatly sawcut and remove portion of existing damaged CMU Wall. Verify extents required.

6. Neatly sawcut and remove portion of existing concrete slab as indicated. Verify extents of demolition required by New Work.

7. Remove Light fixture in its entirety. Prep for New Fixture reusing existing wiring & switches.

REPAIR / RENOVATION NOTES:

A. Provide and install new plumbing fixtures. Coordinate with Plumbing drawings.

B. Provide and install new Anti-Ligature Robe Hooks (10 28 13.63).

C. Provide and install new Anti-Ligature Safety Track for Breakaway Shower Curtains. Eq. to

Anchortex (SKU S10032). Verify wall-mount or ceiling mount per location. Owner to provide shower curtains.

D. Provide and install new epoxy flooring and wall base finishes. Contrasting color to be applied to concrete curbs at showers. (09 67 23)

E. Paint existing and new cmu and gypsum board walls and ceiling as indicated. All walls in Rooms 55 and 52 are to be painted. Other areas have extents of work indicated. (09 91 23). Walls to be prepped to received new paint.

F. Install new LED surface mount security light fixture. Eq. to Kenall Lighting Arch Wraparound luminaire, Vandal Resistant, Marine-grade Alum Housing w/ die-cast end caps, poly-carbonite lens, 1'x4', 5000LM, 3500K, 80CRI, 0-10V 1% Dimming Driver. Replace light switch at wall.

G. Paint Metal Shroud.

H. Provide and Install new metal shroud. Field verify size and attachment. Prep and paint. Security sealant at perimeter.

I. Provide and Install steel plate trim at balcony edges. Reattach via welding the guardrail where they were required to be removed. Prep and Paint to match existing. Paint Railings within extents of the showers and toilets.

J. Provide and Install Anti-ligature ADA folding shower bench. Front access. (10 28 13.63) K. Provide and Install 4" CMU, Full grouted and toothed into ex. CMU wall. Extend horizontal reinforcements, overlapping 8-inches min. Prep CMU wall for paint.

New Combi Unit

5'-0"8"5'-4"8"2'-4"4"2'-6"

Paint at Wall in shower, and around Combi Units; Typical at all areas of Work.

BLOCK A

BLOCK C

C-BALCONY

A-BALCONY

NEW Steel Shroud Panel @ Ceiling & Wall above Plumbing.

4" return legs at all sides.

1. Prep metal to receive new finish.

2. Prime & Paint metal.

3. Security Sealant at panel perimeter.

G G

BLOCK A

BLOCK C

E E

Prep & Paint Ceiling Prep & Paint Ceiling

A-BALCONY

C-BALCONY

No Work at Dayroom Ceiling; Paint at walls & shroud extends to ceiling. NEW Steel Shroud Ceiling with 4" returns; Prep & Paint.

G

G H

H

BLOCK A

A-BALCONY

New Shroud

Extent of Paint at Wall

8'-0"

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C-BALCONY

BLOCK C

Extent of Paint at Wall

8'-0"

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Prep & Paint Ex.

Metal Shroud

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Blocks A & C

PIKE COUNTY BOARD OF

SUPERVISORS

PIKE CO. JAIL RENOVATIONS -

SHOWERS

KJBKJB 04/08/2026

26000.01

.0

2109 Jesse Hall Ind Park Rd, Magnolia, MS 39652

A200

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1/2" = 1'-0"

1 DEMO PLAN - 1ST FLR BLOCK A / C

1/2" = 1'-0"

2 DEMO PLAN - 2ND FLR BLOCK A / C

1/2" = 1'-0"

3 REPAIR PLAN - 1ST FLR BLOCK A / C

1/2" = 1'-0"

4 REPAIR PLAN - 2ND FLR BLOCK A / C

JBHM©JBHM©JBHM©

3" = 1'-0"

9 BLOCK A PICS

JBHM©JBHM©JBHM©

3" = 1'-0"

10 BLOCK C PICS

JBHM©JBHM©JBHM©

1/2" = 1'-0" 5 BLOCK A/C Interior Elevation

JBHM©JBHM©JBHM©

1/2" = 1'-0" 6 RCP - 1st FLR Blocks A / C

JBHM©JBHM©JBHM©

1/2" = 1'-0" 7 RCP - 2nd FLR Blocks A / C

JBHM©JBHM©JBHM©

1/2" = 1'-0" 8 Elevation 6 - a

JBHM©JBHM©JBHM©

1/2" = 1'-0" 11 Elevation 7 - a

FD

FD

FDFD

FD

FD

FD

FD

FD

FDFD

FD

FD

FD

FDFD

FD

FD

BLOCK B

BLOCK D

3 34 4

BLOCK B

A201

Balcony above

10'-11" 5'-9"

A001

Sim

A001

Sim

BLOCK D

A20110A201 11

A

A A

A

A

B

BB

B

B

BC

C

C C

D E D E

K

B-BALCONY

D-BALCONY

1 1 1

3 43 4

B-BALCONY

A201

A001

Sim

A001

Sim

D-BALCONY

A20110A201 11

A A A

B

B

B B

B B

D E D E

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Repair/Replace Rusted Metal Trim at Balcony Edge

EPOXY Floor Coating

C

C

C

C K

GENERAL NOTES:

• All information is based on field observations and owner supplied documents and may not reflect actual field conditions. Upon discovery of any discrepancies between drawings depicting existing conditions or upon discovery of unknown conditions detrimental to the completion of the work as indicated in the documents, the Contractor shall immediately notify the Architect, in writing, of the condition in question before proceeding with work in that area.

• Salvage is defined as carefully removing and retaining items for reuse. Further evaluation of certain items in terms of salvage desirability may occur prior to construction.

• Areas shall be surveyed by Owner and Contractor prior to demolition. Materials and fixtures to be salvaged and stored for reuse shall be tagged by the Contractor as directed by the owner.

Materials and fixtures to be reused shall be protected against damage.

• Contractor is responsible for all shoring and bracing necessary to maintain structural integrity.

• If any existing fireproofing or assemblies to remain intact are damaged during demolition, the contractor shall repair damage to the level of the original fire protection requirements.

• Remove existing construction as indicated.

• Patch adjoining walls, floors and deck and prepare surfaces to receive a new finish as per finish schedule.

• Care shall be taken at interface between demolition and existing construction to remain to avoid damage to any system to remain.

• The Contractor shall be responsible for existing substrate correction in all areas where mechanical, plumbing and electrical equipment and services are removed.

• It is intended that removal of all major mechanical, plumbing and electrical items be completed by their respective trades. All items to be removed are not necessarily shown on these documents. Once removal of major items is completed by respective trades, the remaining items are to be removed by the General Contractor.

• All existing construction remaining after demolition that interferes with new construction shall be removed as directed by the Architect upon notification by the Contractor.

• Wall, floor and ceiling demolition includes any and all mastic, applied finish material, shelving, cabinet work, brackets, standards, anchors, fasteners, bases, curbs and fixtures (whether or not specifically noted) that interfere with the new construction.

• Provide temporary protection as necessary to seal building from the elements and maintain building security where demolition is indicated.

• The Contractor shall notify, coordinate, schedule and receive prior permission from the Owner if any shutdown of services is necessary to complete the work. Notification shall include the type of service, area affected, requested shutdown time, length of time, service to be disconnected and proposed reconnection time.

• Demolition work shall be executed in conformance with all codes and ordinances as set forth by all governing authorities.

DEMOLITION SCOPE:

• Floor finishes in affected rooms/areas to be removed in their entirety.

• Light fixtures to be removed only in area(s) as specifically noted. See Demolition and

Renovation Floor Plans.

• Remove, relocate and replace plumbing fixtures and shower accessories.

DEMOLITION NOTES:

1. Remove existing shower fixtures. See Plumbing for proper capping of water and sewer.

Coordinate with Plumbing drawings.

2. Remove Combination Watercloset/Lavatory Unit in its entirety. See Plumbing for proper capping of water and sewer. Coordinate with Plumbing drawings.

3. Remove Shower Accessory - Wall Hooks - in their entirety.

4. Remove existing flooring &/or concrete finish down to existing slab. Clean and prep existing slab to receive new finishes.

5. Neatly sawcut and remove portion of existing damaged CMU Wall. Verify extents required.

6. Neatly sawcut and remove portion of existing concrete slab as indicated. Verify extents of demolition required by New Work.

7. Remove Light fixture in its entirety. Prep for New Fixture reusing existing wiring & switches.

REPAIR / RENOVATION NOTES:

A. Provide and install new plumbing fixtures. Coordinate with Plumbing drawings.

B. Provide and install new Anti-Ligature Robe Hooks (10 28 13.63).

C. Provide and install new Anti-Ligature Safety Track for Breakaway Shower Curtains. Eq. to

Anchortex (SKU S10032). Verify wall-mount or ceiling mount per location. Owner to provide shower curtains.

D. Provide and install new epoxy flooring and wall base finishes. Contrasting color to be applied to concrete curbs at showers. (09 67 23)

E. Paint existing and new cmu and gypsum board walls and ceiling as indicated. All walls in Rooms 55 and 52 are to be painted. Other areas have extents of work indicated. (09 91 23). Walls to be prepped to received new paint.

F. Install new LED surface mount security light fixture. Eq. to Kenall Lighting Arch Wraparound luminaire, Vandal Resistant, Marine-grade Alum Housing w/ die-cast end caps, poly-carbonite lens, 1'x4', 5000LM, 3500K, 80CRI, 0-10V 1% Dimming Driver. Replace light switch at wall.

G. Paint Metal Shroud.

H. Provide and Install new metal shroud. Field verify size and attachment. Prep and paint. Security sealant at perimeter.

I. Provide and Install steel plate trim at balcony edges. Reattach via welding the guardrail where they were required to be removed. Prep and Paint to match existing. Paint Railings within extents of the showers and toilets.

J. Provide and Install Anti-ligature ADA folding shower bench. Front access. (10 28 13.63) K. Provide and Install 4" CMU, Full grouted and toothed into ex. CMU wall. Extend horizontal reinforcements, overlapping 8-inches min. Prep CMU wall for paint.

2'-7"8"2'-2"8"5'-2"8"5'-1"

Epoxy Coating at walls in shower, and around Combi Units; Typical at all areas of Work.

New Combi UnitNew Combi Unit

NEW Steel Shroud Panel @ Ceiling & Wall above Plumbing. 4" return legs at all sides.

1. Prep metal to receive new finish.

2. Prime & Paint metal.

3. Security Sealant at panel perimeter.

B-BALCONY

D-BALCONY

BLOCK D

BLOCK B

/4

/4

BLOCK B

BLOCK D

Prep & Paint Ceiling

I I

B-BALCONY

D-BALCONY

208 Paint visible CMU to Ceiling; Typ @ Shower dividing walls all Blocks

NEW Steel Shroud Ceiling with 4" returns; Prep & Paint.

Stop Paint @ Corner

H H H H

D-BALCONY

BLOCK D

Extent of Paint at Wall

8'-0"

New shroud

BLOCK B

Extent of Paint at Wall

8'-0"

New Shroud

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Revisions

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Blocks B & D (Alternate #1)

PIKE COUNTY BOARD OF

SUPERVISORS

PIKE CO. JAIL RENOVATIONS -

SHOWERS

KJBKJB 04/08/2026

26000.01

.0

2109 Jesse Hall Ind Park Rd, Magnolia, MS 39652

A201

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1/2" = 1'-0"

1 DEMO PLAN - 1ST FLR BLOCK B / D

1/2" = 1'-0" 3 DEMO PLAN - 2nd FLR BLOCK B / D

1/2" = 1'-0"

2 REPAIR PLAN - 1ST FLR BLOCK B / D

1/2" = 1'-0" 4 REPAIR PLAN - 2nd FLR BLOCK B / D

JBHM©JBHM©JBHM©

3" = 1'-0"

5 BLOCK B PICS

JBHM©JBHM©JBHM©

3" = 1'-0"

6 BLOCK D PICS

JBHM©JBHM©JBHM©

1/2" = 1'-0" 7 Elevation 5 - a

JBHM©JBHM©JBHM©

1/2" = 1'-0" 8 RCP - 1st FLR Blocks B / D

JBHM©JBHM©JBHM©

1/2" = 1'-0" 9 RCP - 2nd FLR Blocks B / D

JBHM©JBHM©JBHM©

1/2" = 1'-0" 10 Elevation 8 - a

JBHM©JBHM©JBHM©

1/2" = 1'-0" 11 Elevation 9 - a

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

ADA HOLDING

Existing to Remain.

Existing to Remain.

ADA HOLDING

A20211

PLUMBING

CHASE

(ACCESS TO

BE VERIFIED

ONSITE)

A

B

B

C

D E

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Existing to Remain.

4 7

Prep HM frame for repair

RR

A202

PLUMBING CHASE

Weld in place ~8"H HM Frame Boot; grind flat. Prime & Paint entire frame & door, all sides.

New Heavy Duty hinges & fasteners.

New Light Switch;

Secure Type

10 28 13.63 Anti-Ligature Robe Hook

Shower Curtain

A

B

B

C

D E

BLOCK F

Existing to Remain.

Sawcut CMU wall for new fixture; Verify required opening size per equipment.

Assume fully grouted and reinforced.

Remove 36-inch section of conc.

curb. Remove concrete slab as required for rework of drains and slopes.

3 4

PLUMBING CHASE

(ACCESS TO BE

VERIFIED ONSITE)

BLOCK F

A20212

PLUMBING CHASE

(ACCESS TO BE

VERIFIED ONSITE)

#5 Rebar @ 7" O.C. Vert., embedded 2-inch min. each side & grouted in-place.

Infill opening with Concrete/Grout. Ex. Security bars to remain in place.

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Conc. Curb

J

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A

B

B

B B

C

D E

Extent of Floor Finish

GENERAL NOTES:

• All information is based on field observations and owner supplied documents and may not reflect actual field conditions. Upon discovery of any discrepancies between drawings depicting existing conditions or upon discovery of unknown conditions detrimental to the completion of the work as indicated in the documents, the Contractor shall immediately notify the Architect, in writing, of the condition in question before proceeding with work in that area.

• Salvage is defined as carefully removing and retaining items for reuse. Further evaluation of certain items in terms of salvage desirability may occur prior to construction.

• Areas shall be surveyed by Owner and Contractor prior to demolition. Materials and fixtures to be salvaged and stored for reuse shall be tagged by the Contractor as directed by the owner.

Materials and fixtures to be reused shall be protected against damage.

• Contractor is responsible for all shoring and bracing necessary to maintain structural integrity.

• If any existing fireproofing or assemblies to remain intact are damaged during demolition, the contractor shall repair damage to the level of the original fire protection requirements.

• Remove existing construction as indicated.

• Patch adjoining walls, floors and deck and prepare surfaces to receive a new finish as per finish schedule.

• Care shall be taken at interface between demolition and existing construction to remain to avoid damage to any system to remain.

• The Contractor shall be responsible for existing substrate correction in all areas where mechanical, plumbing and electrical equipment and services are removed.

• It is intended that removal of all major mechanical, plumbing and electrical items be completed by their respective trades. All items to be removed are not necessarily shown on these documents. Once removal of major items is completed by respective trades, the remaining items are to be removed by the General Contractor.

• All existing construction remaining after demolition that interferes with new construction shall be removed as directed by the Architect upon notification by the Contractor.

• Wall, floor and ceiling demolition includes any and all mastic, applied finish material, shelving, cabinet work, brackets, standards, anchors, fasteners, bases, curbs and fixtures (whether or not specifically noted) that interfere with the new construction.

• Provide temporary protection as necessary to seal building from the elements and maintain building security where demolition is indicated.

• The Contractor shall notify, coordinate, schedule and receive prior permission from the Owner if any shutdown of services is necessary to complete the work. Notification shall include the type of service, area affected, requested shutdown time, length of time, service to be disconnected and proposed reconnection time.

• Demolition work shall be executed in conformance with all codes and ordinances as set forth by all governing authorities.

DEMOLITION SCOPE:

• Floor finishes in affected rooms/areas to be removed in their entirety.

• Light fixtures to be removed only in area(s) as specifically noted. See Demolition and

Renovation Floor Plans.

• Remove, relocate and replace plumbing fixtures and shower accessories.

DEMOLITION NOTES:

1. Remove existing shower fixtures. See Plumbing for proper capping of water and sewer.

Coordinate with Plumbing drawings.

2. Remove Combination Watercloset/Lavatory Unit in its entirety. See Plumbing for proper capping of water and sewer. Coordinate with Plumbing drawings.

3. Remove Shower Accessory - Wall Hooks - in their entirety.

4. Remove existing flooring &/or concrete finish down to existing slab. Clean and prep existing slab to receive new finishes.

5. Neatly sawcut and remove portion of existing damaged CMU Wall. Verify extents required.

6. Neatly sawcut and remove portion of existing concrete slab as indicated. Verify extents of demolition required by New Work.

7. Remove Light fixture in its entirety. Prep for New Fixture reusing existing wiring & switches.

REPAIR / RENOVATION NOTES:

A. Provide and install new plumbing fixtures. Coordinate with Plumbing drawings.

B. Provide and install new Anti-Ligature Robe Hooks (10 28 13.63).

C. Provide and install new Anti-Ligature Safety Track for Breakaway Shower Curtains. Eq. to

Anchortex (SKU S10032). Verify wall-mount or ceiling mount per location. Owner to provide shower curtains.

D. Provide and install new epoxy flooring and wall base finishes. Contrasting color to be applied to concrete curbs at showers. (09 67 23)

E. Paint existing and new cmu and gypsum board walls and ceiling as indicated. All walls in Rooms 55 and 52 are to be painted. Other areas have extents of work indicated. (09 91 23). Walls to be prepped to received new paint.

F. Install new LED surface mount security light fixture. Eq. to Kenall Lighting Arch Wraparound luminaire, Vandal Resistant, Marine-grade Alum Housing w/ die-cast end caps, poly-carbonite lens, 1'x4', 5000LM, 3500K, 80CRI, 0-10V 1% Dimming Driver. Replace light switch at wall.

G. Paint Metal Shroud.

H. Provide and Install new metal shroud. Field verify size and attachment. Prep and paint. Security sealant at perimeter.

I. Provide and Install steel plate trim at balcony edges. Reattach via welding the guardrail where they were required to be removed. Prep and Paint to match existing. Paint Railings within extents of the showers and toilets.

J. Provide and Install Anti-ligature ADA folding shower bench. Front access. (10 28 13.63) K. Provide and Install 4" CMU, Full grouted and toothed into ex. CMU wall. Extend horizontal reinforcements, overlapping 8-inches min. Prep CMU wall for paint.

New Corner Shower Panel. See Plumbing.

Paint @ All Walls

New security ceiling

Existing

Conc. Curb

New LED Detention Light Fixture

Existing

C

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10 28 13.63 Detention Mirror

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Finish concrete smooth and prep for paint.

A A

B

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09 22 36 & 09 29 00 Security Ceiling @ Entire Room.

New Max Security Grill;

See Mech/Pl.

New secure switch plate.

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KIMBERLY J.

BUFORD

Scale

DateDrawn By Checked By

Project Number

Revisions

As indicated

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Block F, Booking, and ADA Holding

(ALTERNATE #2, 3, & 4)

PIKE COUNTY BOARD OF

SUPERVISORS

PIKE CO. JAIL RENOVATIONS -

SHOWERS

KJBKJB 04/08/2026

26000.01

.0

2109 Jesse Hall Ind Park Rd, Magnolia, MS 39652

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1/2" = 1'-0"

3 DEMO PLAN - ADA HOLDING (55)

1/2" = 1'-0"

4 REPAIR PLAN - ADA HOLDING (55)

1/2" = 1'-0"

5 DEMO PLAN - BOOKING RR (52)

1/2" = 1'-0"

6 RENO PLAN - BOOKING RR (52)

1/2" = 1'-0"

7 DEMO PLAN - BLOCK F (77)

1/2" = 1'-0"

8 REPAIR PLAN - BLOCK F (77)

JBHM©JBHM©JBHM©

3" = 1'-0"

1 PICS - ADA HOLDING (55)

JBHM©JBHM©JBHM©

3" = 1'-0"

2 PICS - BOOKING RR (52)

JBHM©JBHM©JBHM©

3" = 1'-0"

9 PICS - BLOCK F (77)

JBHM©JBHM©JBHM©

1/2" = 1'-0"

10 INTERIOR ELEVATION

JBHM©JBHM©JBHM©

1/2" = 1'-0"

11 INTERIOR ELEVATION

JBHM©JBHM©JBHM©

1/2" = 1'-0"

12 INTERIOR ELEVATION

JBHM©JBHM©JBHM©

1/2" = 1'-0"

13 RCP - BOOKING RR (52)

ALTERNATE #2: Block F

ALTERNATE #4: ADA Holding Cell

ALTERNATE #3: Booking Restroom

BLOCK B

BLOCK C

BLOCK A

BLOCK D

A-DORM

A-DORM

D-CELL

D-CELL

D-CELL

D-CELL

B-CELL

B-CELL

B-CELL

B-CELL

B-CELL

B-CELL

B-CELL

B-CELL

C-CELL

C-CELL

C-CELL

C-CELL

ADA HOLDING

RR

BLOCK F

M3

SH-1

FD-1 (2 EA.)

M1

M2

M3

SH-1 (2 EA.)

FD-1 (3 EA.)

M1

M2

SH-1

FD-1 (2 EA.)

SH-2 (3 EA.)

FD-1 (2 EA.)

M3 M3

M2

M1 M2

M4

W/L-1

W/L-1 M5

W/L-1 M5

M5

SH-1

FD-1 (2 EA.)

SH-1

FD-1 (2 EA.)

SH-3

FD-1

FD-1 (2 EA.)

SH-1 M1

M7

M2

M6

M1

M2

M3

M3

M1

M2

M3

M3

B-BALCONY

D-BALCONY

A-BALCONY

C-BALCONY

A-DORM

A-DORM

C-CELL

C-CELL

C-CELL

C-CELL

D-CELL

D-CELL

D-CELL

D-CELL

B-CELL

B-CELL

B-CELL

B-CELL

B-CELL

B-CELL

B-CELL

B-CELL

SH-1

FD-1 (2 EA.) M2

SH-1 (2 EA.)

FD-1 (3 EA.)

SH-1

FD-1 (2 EA.)SH-2 (3 EA.)

FD-1 (2 EA.)

M3M3

M1M1

M2

M3 M3

M1

M2 M2

M4

SUBMITTALS:

REFER TO ARCHITECTURAL SPECIFICATIONS FOR SUBMITTAL PROCEDURES. PROVIDE SUBMITTALS FOR THE FOLLOWING:

A. PLUMBING FIXTURES AND TRIM

B. PIPE, VALVES AND FITTINGS

C. GRILLES, REGISTERS, AND DIFFUSERS

CLOSE-OUT DOCUMENTS:

REFER TO ARCHITECTURAL SPECIFICATIONS FOR CLOSE-OUT PROCEDURES. PROVIDE CLOSE-OUT DOCUMENTATION FOR THE

FOLLOWING:

A. TAB REPORT

B. AS BUILT-DRAWINGS

C. O&M MANUALS OF PLUMBING FIXTURES, ETC.

OWNER OPERATING & MAINTENANCE MANUALS AND INSTRUCTIONS:

A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SETUP AND TRAIN THE OWNER'S PERSONNEL IN THE PROPER OPERATION

AND MAINTENANCE OF ALL MECHANICAL EQUIPMENT PROVIDED AND/OR INSTALLED WITH THIS PROJECT. THE SAFE OPERATION OF ALL PLUMBING AND SYSTEMS SHALL BE ADEQUATELY CONVEYED TO PERTINENT OWNER PERSONNEL, ALONG WITH INSTRUCTIONS ON WHAT IS OWNER'S RESPONSIBILITY, AND WHOM TO CONTACT FOR STANDARD ONE (1) YEAR WARRANTY, AND AFTERWARDS FOR EXTENDED WARRANTIES. SAME INFORMATION SHALL BE INCLUDED IN O&M

MANUALS.

B. SUBMIT TWO(2) COMPLETE SETS OF HARDBOUND BROCHURES, INDEXED, AND LABELED FOR EACH PIECE OF EQUIPMENT.

THE MANUALS SHALL BE TRANSMITTED TO THE OWNER AT THE COMPLETION OF THE PROJECT.

C. INCLUDE IN THESE BROCHURES WRITTEN SUBMITTAL DATA, MANUFACTURER'S OPERATING AND MAINTENANCE PROCEDURES AND RECOMMENDATIONS, SPARE PARTS LISTS AND SUPPLIERS AND ANY INTERLOCKING CONTROL OR WIRING DIAGRAMS FOR ALL EQUIPMENT. THE INFORMATION LISTED HEREIN IS TO BE BOUND IN THE FOLLOWING ORDER:

COVER TO LIST PROJECT NAME, LOCATION, AND DATE COMPLETED.

1. FIRST SHEET TO LIST ARCHITECT, ENGINEER, CONTRACTOR AND SUBCONTRACTORS WITH ADDRESSES FOR EACH.

2. SECOND SHEET TO LIST TYPE OF EQUIPMENT WITH SEQUENTIAL NUMBER, THE MANUFACTURER, MAKE, MODEL, AND

SERIAL NUMBER OF THE ACTUAL EQUIPMENT NAMEPLATE DATA RATED HORSEPOWER, FULL LOAD RATED AMPS, VOLTAGE AND PHASE. INCLUDE PERTINENT CONTACT INFORMATION ON STANDARD ONE YEAR WARRANTY AND

EXTENDED WARRANTY WORK.

3. NEXT, ACTUAL COPY OF APPROVED SUBMITTAL DATA INCLUDING ALL MANUFACTURER'S PUBLISHED INFORMATION ON CAPACITIES, CAPACITY CURVES OR TABLES, ACCESSORY AND CONTROL ITEM LISTS, AND OTHER PERTINENT INFORMATION AS REQUESTED BY ENGINEER. CROSS REFERENCE ALL EQUIPMENT TO CONTRACT DOCUMENTS.

AS-BUILT DRAWINGS (PROJECT RECORD DOCUMENTS:

A. MAINTAIN AT JOB SITE A SET OF CONTRACT RECORD DOCUMENTS KEPT CURRENT BY INDICATING THEREON ALL CHANGES, SUBSTITUTIONS, ETC., BETWEEN WORK AS SPECIFIED AND AS INSTALLED, IN RED INK.

B. AT THE COMPLETION OF THE PROJECT, FURNISH THE OWNER TWO(2) SETS OF BLUELINES SHOWING INSTALLED LOCATION, SIZE, ETC., OF ALL WORK AND MATERIAL AS TAKEN FROM RECORD DOCUMENTS. ALL AS-BUILT (ON RECORD) DRAWINGS SHALL BE LABELED "AS-BUILT DRAWINGS", DATED AND CERTIFIED AS ACCURATE BY MECHANICAL CONTRACTOR WITH HIS

SIGNATURE, ON FRONT PAGE OF ALL DRAWING BLUELINE SETS AND SPECIFICATIONS.

VALVES:

A. VALVES FOR DOMESTIC WATER APPLICATIONS

(ALL VALVES SHALL BE NSF 61 COMPLIANT AND CONTAIN LESS THAN 0.25% LEAD (PB) BY WEIGHT)

B. BALL VALVES

1. VALVES 2" AND SMALLER SHALL BE TWO-PIECE BRASS OR STAINLESS-STEEL CONSTRUCTION, 1-1/4" EXTENDED NECK, CHROME PLATED BALL WITH FULL PORT, P.T.F.E. SEALS AND SEATS. HEAVY DUTY STEEL HANDLE WITH VINYL GRIP, QUARTER TURN OPERATION. VALVES SHALL BE SUITABLE FOR WORKING PRESSURE OF 200 PSIG AND MAXIMUM

250DEG F.

VALVES 2-1/2” AND LARGER SHALL BE SAME AS ABOVE EXCEPT THAT TWO OR THREE-PIECE BRASS OR STAINLESS-

STEEL CONSTRUCTION MAY BE UTILIZED.

SPECIFICATIONS - MECHANICAL

1. PROVIDE ALL PLUMBING PIPING, FIXTURES, TRIM, AND ACCESSORIES AS REQUIRED FOR A COMPLETE AND

FUNCTIONAL PLUMBING SYSTEM. VERIFY WITH ARCHITECT AND DRAWINGS, WHICH PLUMBING

INSTALLATIONS ARE DESIGNATED FOR ADA ACCESSIBILITY. ALL SUCH FIXTURE INSTALLATIONS SHALL INCLUDE ALL INSTALLATION ACCESSORIES, MOUNTING/LIP HEIGHT, CONTROL OFFSET, SIZE AND ACCESSIBILITY AS REQUIRED BY LATEST EDITION OF AMERICANS WITH DISABILITIES ACT (ADA) AND LOCAL

GOVERNING AUTHORITIES.

2. ALL PIPING SHALL BE CONCEALED INSIDE WALLS AND PIPE CHASES OR ABOVE CEILINGS, EXCEPT AS OTHERWISE NOTED AND AT APPROPRIATE EQUIPMENT FINAL CONNECTIONS. HOLD ALL PIPING ABOVE

CEILINGS AS HIGH AS POSSIBLE AND COORDINATE WITH OTHER CRAFTS.

3. COORDINATE ALL WORK WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL TRADES.

PIPE ROUTING SHOWN IS DIAGRAMMATIC. PROVIDE ALL OFFSETS, ETC., TO AVOID INTERFERENCES WITH

STRUCTURAL MEMBERS, EQUIPMENT, PIPING, DUCTWORK, LIGHTS, CONDUIT, ETC.

4. COORDINATE SLOPE OF ALL DRAINAGE AND VENT PIPING BELOW GRADE AT INVERT ELEVATIONS INDICATED. CONSISTENTLY SLOPE ALL OTHER PIPING, NOT INDICATED, AS REQUIRED BY PLUMBING CODE

APPLICABLE TO THIS PROJECT BUT IN NO CASE LESS THAN 1%.

5. ALL VERTICAL RISERS TO FLOOR DRAINS AND FLOOR MOUNTED SINKS SHALL BE MAXIMUM 24" LONG.

6. DISINFECT ALL NEW POTABLE WATER PIPING SYSTEMS WITH DOCUMENTATION PER SPECIFICATIONS AND

PRIOR TO SWAP OVER OF NEW POTABLE WATER SERVICES.

7. PRIOR TO SUBMITTING A BID, VISIT THE SITE OF THE PROPOSED CONSTRUCTION & BECOME THOROUGHLY ACQUAINTED WITH EXISTING CONDITIONS TO BE ENCOUNTERED ETC. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR CONDITIONS WHICH WERE NOT KNOWN OR APPRECIATED WHEN SUBMITTING A

BID IF THE CONDITION WAS OBVIOUS AND COULD HAVE BEEN DISCOVERED.

GENERAL PLUMBING NOTES:

Scale

DateDrawn By Checked By

Project Number

Revisions

As indicated

MECHANICAL NEW WORK

PLANS

PIKE COUNTY BOARD OF

SUPERVISORS

PIKE CO. JAIL RENOVATIONS -

SHOWERS

KS/JKRAM 4/8/2026

26000.01

.0

2109 Jesse Hall Ind Park Rd, Magnolia, MS 39652

M100

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1" = 10'-0"M100

1 MECHANICAL NEW WORK PLAN - 1ST FLOOR

1" = 10'-0"M100

2 MECHANICAL NEW WORK PLAN - 2ND FLOOR

# Description Date

DESIGN CODE 2024 INTERNATIONAL CODE COUNCIL (ICC)

CODE REVIEW

SPECIFIC MECHANICAL NOTES

M1 REPLACE EXISTING CORNER MOUNTED SECURITY

SHOWER FIXTURE WITH NEW IN SAME LOCATION.

RE-CONNECT TO EXISTING PHW/PCW WATER PIPING.

ALL OTHER SHOWER VALVES, CONTROLS, SUPPLIES,

ETC. SHALL BE REPLACED WITH NEW. CONTRACTOR

TO FIELD VERIFY EXISTING CONDITIONS AND

PROVIDE DETAILED SHOP DRAWINGS FOR EACH

SPECIFIC INSTALLATION. PROVIDE CUSTOM PANEL

TO COVER EXISTING HOLE IN WALL.

M2 REPLACE EXISTING FLOOR DRAIN GRATE/TOP WITH

NEW. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS AND PROVIDE CUSTOM TOPS WITH

TAMPER RESISTANT FASTENERS.

M3 REPLACE EXISTING WALL/CEILING MOUNTED

EXHAUST/SUPPLY GRILLE WITH NEW IN SAME

LOCATION. GRILLE SHALL BE EQUAL TO PRICE

MODEL MSPG (8”X8” OR 10”X10” FIELD VERIFY) WITH

10 GA FACE PLATE AND WALL SLEEVE,

CONTINUOUSLY WELDED SEAMS. RECONNECT

EXISTING BRANCH DUCTS AS REQUIRED.

RE-INSULATE MODIFIED DUCT/GRILLE TO MATCH

EXISTING CONDITIONS.

M4 REPLACE EXISTING WALL MOUNTED SECURITY

SHOWER FIXTURE WITH NEW IN SAME LOCATION.

REUSE EXISTING WATER SUPPLY SERVICES. ALL

OTHER SHOWER VALVES, CONTROLS, ETC. SHALL BE

REPLACED WITH NEW. CONTRACTOR TO FIELD

VERIFY EXISTING CONDITIONS AND PROVIDE

DETAILED SHOP DRAWINGS FOR EACH SPECIFIC

INSTALLATION. PROVIDE CUSTOM PANEL TO COVER

EXISTING HOLE IN WALL.

M5 REPLACE EXISTING COMBINATION WATER CLOSET

LAVATORY WITH NEW IN SAME LOCATION.

RE-CONNECT TO EXISTING PHW/PCW WATER PIPING.

ALL OTHER VALVES, CONTROLS, SUPPLIES, ETC.

SHALL BE REPLACED WITH NEW. CONTRACTOR TO

FIELD VERIFY EXISTING CONDITIONS AND PROVIDE

DETAILED SHOP DRAWINGS FOR EACH SPECIFIC

INSTALLATION. PROVIDE CUSTOM PANEL TO COVER

EXISTING HOLE IN WALL.

M6 DEMOLISH EXISTING FLOOR DRAINS. REPLACE WITH

NEW FLOOR DRAINS (DRAIN BODY AND TOP) TO SUIT

NEW SHOWER CONFIGURATION (SEE

ARCHITECTURAL). CONNECT NEW FLOOR DRAINS TO

EXISTING SANITARY PIPING.

M7 DEMOLISH EXISTING CORNER MOUNTED SHOWER.

PROVIDE NEW WALL MOUNTED ADA COMPLIANT

SHOWER. EXTEND TO CONNECT TO EXISTING

PHW/PCW WATER PIPING.

ALT #4

ALT #3

ALT #2

ALT #1

ALT #1

DRAWING INDEX - MECHANICAL

Sheet Number Sheet Name

M100 MECHANICAL NEW WORK PLANS