472_23170_JGH_Drawings.pdf

HOUSING

UNIT 1

HOUSING

UNIT 2

HOUSING

UNIT 3

HOUSING

UNIT 4

HOUSING

UNIT 5

HOUSING

UNIT 6

HOUSING

UNIT 7

BUILDING

BUILDING

BUILDING

BUILDING

SALLY

PORT

BLUEWATER HIGHWAY

FOOD SERVICE AREA

SEE SHEET A1

RENTED FOOD SERVICE

TRAILER LOCATION

LAWN RESTORATION

AROUND TRAILER AS

NECESSARY.

CONTRACTOR ACCESS

TO AREA OF WORK

BLUEWATER HIGHWAY

POTTER ROAD

LINCOLN AVENUE

B E

LL

A M

Y R

O A

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MAIN STREET

W A

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YEOMANS STREET H

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A D

CITY OF IONIA

BELLAMY CREEK

CORRECTIONAL

FACILITY

RICHARD A. HANDLON

CORRECTIONAL FACILITY

MICHIGAN REFORMATORY

SITE PLAN

SCALE: 1" = 100'-0"

BELLAMY CREEK CORRECTIONAL FACILITY

FOOD SERVICE FLOORING REPLACEMENT

OWNER: STATE OF MICHIGAN - DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

DEPARTMENT OF CORRECTIONS

SHEET INDEX:

A0 COVER SHEET /SITE PLAN

A1 FOOD SERVICE FLOOR PLAN

A2 ENLARGED FLOOR PLANS

A3 DETAILS

LOCATION MAP

NO SCALE

CONTRACTOR LAY DOWN

AND STAGING AREA

STAFF

PARKING

VISITOR

PARKING

P e t t i t t Y a s t e

S t r a u b

200S

LAWSON,C MICHIGAN

UITE

48017-1311

F A X248-658-7781 248-658-7777 P H O N E

C850 NORTH ROOKS ROAD

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A0

RELEASED FOR BIDS 03/05/2024

COVERSHEET and SITE PLAN

FILE NO: 472/23170.JGH

1727 BLUEWATER HWY

IONIA, MI 48846

BELLAMY CREEK

CORRRECTIONAL FACILITY

FOOD SERVICE FLOORING

REPLACEMENT

CODE COMPLIANCE:

MICHIGAN REHABILITATION CODE 2015 - LEVEL 2 ALTERATIONS

OCCUPANCY GROUP: A-2, B AND I-3 (CONDITION 5)

TOTAL BUILDING AREA: 29,293 GSF

AREA OF WORK: 8,157 SF

CONSTRUCTION TYPE: II-B

BUILDING IS FULLY SPRINKLERED PER NFPA 13

TEMPORARY KITCHEN TRAILER AND SCHEDULE:

THE CONTRACTOR SHALL RENT A KITCHEN TRAILER, AND INSTALL TEMPORARY UTILITY

HOOK UPS FOR TWO MONTHS. THE TRAILER IS TO BE SETUP AND CONNECTED TO EXISTING

UTILITIES AS NOTED ON SHEET A1 AND THE TRAILER KITCHEN IS OPERATIONAL PRIOR TO

KITCHEN SHUT-DOWN.

ONCE THE KITCHEN IS SHUT-DOWN, EQUIPMENT REMOVAL IS TO BEGIN, FOLLOWED BY

DEMOLITION OF FLOORING, AND INSTALLATION OF EPOXY MORTAR FLOORING SYSTEM.

AFTER THE FLOORIING HAS CURED, REINSTALL EXISTING KITCHEN EQUIPMENT AND BEGIN

OPERATIONS WITH KITCHEN. TERMINATE USE OF TEMPORARY KITCHEN TRAILER AND

RETURN TO RENTAL FACILITY.

FOR TEMPORARY TRAILER SPECIFICATIONS SEE SECTION 015000 - TEMPORARY FACILITIES

AND CONTROLS.

AutoCAD SHX Text

PROJECT NUMBER 2320

REMOVE STORAGE CAGES

PRIOR TO PREPARING FLOOR

SURECE. REINSTALL STORAGE

CAGES AFTER THE NEW

FLOORING SYSTEM HAS

FULLY CURED.

KITCHEN EQUIPMENT SCHEDULE

DESCRIPTION SYMBOL QTY WATER DRAIN DRAIN LOCATION ELECTRICAL EXHAUST GAS MOBILE

HOT FOOD PREP

SINK Shf 2 YES YES FLOOR NO NO NO NO

ICE MACHINE IM 1 YES YES WALL YES NO NO NO

SERVING LINE SL 2 NO NO NA YES NO NO YES

SERVING AREA

VICTORY

REFRIGERATOR

VR 4 NO NO NA YES NO NO NO

WASH DOWN

SINK Swd 1 NO YES SALVAJOR NO NO NO NO

SALVAJOR SAL 1 NO YES FLOOR NO NO YES NO

DISH MACHINE FT

1000 SE DM 1 YES YES WALL YES YES NO NO

3 COMPARTMENT

SINK WITH DRAIN

BOARDS

Sdw 1 YES YES FLOOR NO NO NO NO

COLD FOOD PREP

SINK Scf 1 YES YES FLOOR NO NO NO NO

VEGETABLE PREP

SINK Sv 1 YES YES FLOOR NO NO NO NO

VEGETABLE PREP

VICTORY COOLER VC 3 NO NO NA YES NO NO NO

HL 1400 HL 2 NO NO NA YES NO NO NO

BLODGETT

DFG-100-3 OVEN OV 8 NO NO NA YES NO YES YES

GROEN AH-1E-80 POT 4 NO NO NA YES NO YES NO

A1

RELOCATE EXISTING TABLES

TO ALLOW WALKING SPACE

BETWEEN TABLE AND S.S.

CURB.

OPP. HAND

A2

A2

MECHANICAL AND ELECTRICAL NOTES:

THE CONTRACTOR SHALL PROVIDE FANS AS NECESSARY TO EXHAUST AIR FROM THE AREA OF WORK DURING CONSTRUCTION. THE FANS SHALL

CREATE AN ADEQUATE AIR PRESSURE DROP

WITHIN THE CONSTRUCTION AREA SO THAT DUST WILL NOT TRAVEL THROUGH THE TEMPORARY DUST CONTROL SEALS INSTALLED FOR THE

PROJECT.

IF AIR IS TO BE RECIRCULATED RATHER THAN EXHAUSTED, INCLUDE A HEPA FILTER IN THE CIRCULATION SYSTEM TO REMOVE THE FINE DUST PARTICLES. ALL EXHAUST, KITCHEN HOODS AND RETURN AIR GRILLES ARE TO BE SEALED DURING CONSTRUCTION TO KEEP DUST FROM

ENTERING THE EXHAUST FANS OR REST OF THE BUILDING.

IF THE SUPPLY AIR IS NOT RUNNING 100% OF THE TIME, SEAL THE EXISTING DIFFUSERS AS WELL TO KEEP DUST FROM DRIFTING BACK INTO THE

MECHANICAL UNITS.

RUN A TEMPORARY ELECTRICAL CONNECTION FROM AN EXISTING PANEL IN THE KITCHEN TO A 200 AMP 208V 1PH PANEL IN THE TEMPORARY

KITCHEN TRAILER. ELECTRICAL FEED SHALL RUN IN TEMPORARY CONDUIT.

RUN A TEMPORARY 3

4" WATER SUPPLY TO THE TEMPORARY KITCHEN TRAILER. CONNECT TO MINIMUM 3

4" COLD WATER SUPPLY IN THE KITCHEN

AREA. PEX MAY BE USED FOR THE TEMPORARY SUPPLY.

RUN TWO (2) 4" PVC GRAY WATER WASTE PIPE FROM THE TEMPORARY KITCHEN TRAILER TO AN EXISTING SANITARY MANHOLE NEAR THE

TRAILER.

DISCONNECT AND REMOVE TEMPORARY ELECTRICAL, WATER AND WASTE PIPING AT END OF PROJECT, ONCE KITCHEN IS BACK UP AND IN

OPERATION. PATCH ALL HOLES MADE THROUGH THE WALLS TO RUN THE TEMPORARY SERVICES.

NOTES:

PREPARATION:

1. ERECT AND MAINTAIN TEMPORARY BARRIERS FOR PROTECTION OF THE OWNER AND OCCUPANTS.

2. ERECT AND MAINTAIN TEMPORARY PARTITIONS TO PREVENT SPREAD OF DUST AND ODORS INTO

CONTINUED OWNER OCCUPIED AREAS.

3. PROVIDE TEMPORARY SIGNAGE, INCLUDING EXIT SIGNAGE FOR EGRESS AROUND THE BARRIERED AREAS.

4. DO NOT HINDER OR OBSTRUCT BUILDING EGRESS PATHS AND REROUTED EGRESS PATHS.

5. DO NOT DISABLE OR DISRUPT ANY BUILDING UTILITIES WITHOUT THREE (3) DAYS NOTICE TO THE FACILITY.

6. INSTALL PROTECTIVE DUST COVERS OVER SMOKE AND HEAT DETECTORS WITHIN THE WORK AREA

DURING CONSTRUCTION.

7. ERECT AND MAINTAIN A TEMPORARY EXHAUSTING SYSTEM WHICH WILL CREATE A NEGATIVE PRESSURE

WITHIN THE WORK AREA. DURING CONSTRUCTION.

8. NOTIFY FACILITY MAINTENANCE PRIOR TO STARTING DEMOLITION AND UTILITY CONNECTION WORK.

DEMOLITION:

1. CONDUCT EQUIPMENT REMOVAL TO MINIMIZE INTERFERENCES WITH ADJACENT BUILDING AREAS.

2. MAINTAIN A PROTECTED EGRESS PATHWAYS OUTSIDE OF THE CONSTRUCTION AREA AND ACCESS TO

ADJACENT BUILDING AREAS NOT VACATED FOR THE CONSTRUCTION.

3. CARE SHALL BE TAKEN DURING GRINDING OF EXISTING CONCRETE TO LIMIT DAMAGE TO ADJACENT

MATERIALS AND WALLS.

4. EXECUTE DEMOLITION PROCEDURES TO MINIMIZE DAMAGE TO SURFACES NOT RECEIVING NEW WORK.

5. REMOVE DEMOLISHED MATERIALS FROM THE SITE. REMOVE MATERIALS BY THE END OF THE DAY. LEAVE

AREAS IN A CLEAN CONDITION.

6. PREPARE EXISTING SURFACES AND REMOVE EXISTING FINISHES AS NECESSARY IN ORDER TO INSTALL

NEW FINISH.

7. RESTORE FINISHES DAMAGED DURING DEMOLITION TO LIKE NEW CONDITION WITH MATCHING MATERIALS.

COMPLETELY SEAL VOIDS CAUSED BY CONSTRUCTION ACTIVITIES.

KEYED NOTES:

1 INSTALL A TEMPORARY DUST COVER OVER THIS DOOR OPENING.

2 ERECT A TEMPORARY DUST BARRIER WALL OF METAL STUDS AT 16" O.C. AND NON-COM PLYWOOD OR OSB. TAPE SHEETING JOINTS AND ALONG FLOOR, WALLS AND CEILING. REMOVE TEMPORARY WALL AT END OF PROJECT. PATCH AND CLEAN FLOOR, WALLS AND CEILINGS TO PRECONSTRUCTION OR BETTER

CONDITION.

3 INSTALL A COVER OVER THE EXISTING EXHAUST FAN GRILLES, KITCHEN HOODS, AND RETURN AIR GRILLES AT CEILING. DO NOT PERMIT AIR FLOW INTO THE CONNECTING DUCTS AND FANS. REMOVE

PROTECTION AT END OF PROJECT.

4 INSTALL COVED BASE OF FINISH COAT ONTO RISER OF FIRST STEP ONLY. TERMINATE FINISH ON THE

VERTICAL RISE. DO NOT EXTEND ONTO TREAD.

5 INSTALL WALL BASE COAT ON EXISTING COVED GLAZED STRUCTURAL TILE BASE. REFER TO DETAIL 2/A3.

6 EXISTING STAINLESS STEEL BASE OR METAL COOLER WALL. TERMINATE FLOORING TO PLATE WITH

SEALANT JOINT. REFER TO DETAIL 3/A3, 5/A3 OR 6/A3.

7 FEATHER NEW EPOXY COATING TO JOINT WITH EXISTING QUARRY TILE OR VINYL COMPOSITION TILE.

REFER TO DETAIL 1/A3.

8 FINISHED FLOOR SURFACE TO BE LEVEL THROUGHOUT AREA/ROOM.

9 FINISHED FLOOR SURFACE TO SLOPE TO DRAINS.

GENERAL INSTALLATION NOTES:

1. THE CONTRACTOR SHALL EMPLOY A FOOD SERVICE INSTALLER TO DISCONNECT FROM SERVICES AND MOVE THE FOOD SERVICE EQUIPMENT LISTED IN THE SCHEDULE FOR THE NEW FLOORING INSTALLATION.

AFTER THE FLOORING INSTALLATION, THE CONTRACTOR SHALL HAVE THE FOOD SERVICE INSTALLER MOVE EQUIPMENT BACK INTO PLACE, RECONNECT TO SERVICES, AND VERIFY THEIR OPERATION.

2. THE CONTRACTOR SHALL HOOK UP TEMPORARY ELECTRICAL, WATER AND WASTE CONNECTIONS TO AN OWNER RENTED KITCHEN TRAILER. VERIFY WITH OWNER LOCATION OF THE TRAILER. TEMPORARY ELECTRICAL AND WATER CONNECTIONS ARE TO BE MADE IN THE KITCHEN AREA. THE GRAY WATER TO

BE CONNECTED SPILL INTO AN EXISTING SANITARY MANHOLE NEAR THE TRAILER.

3. REMOVE QUARRY TILES AND SETTING BED IN AREAS NOTED, FILL VOID OR DAMAGE TO CONCRETE SLAB.

INSTALL NEW SETTING BED WITH SLOPES BETWEEN 1 AND 2% TO EXISTING FLOOR DRAINS. INSTALL NEW

MORTAR SLURRY FLOOR COAT AND EPOXY SEALER.

4. AT EXISTING FLOOR DRAINS, REMOVE STRAINER, POUR SLURRY COAT AND FEATHER TO DRAIN. INSTALL

FINISH COAT AND THE EPOXY SEALER. THEN REINSTALL THE STRAINER.

5. IMMEDIATELY CLEAN EXCESS COATINGS FROM FLOOR STRAINERS, CLEANOUTS, WALLS AND FLOORS

NOT INTENDED TO RECEIVE NEW FLOOR FINISH.

6. CARE SHALL BE TAKEN BY DOORS, FRAMES, AND INSULATED METAL PANELS SO AS NOT TO DAMAGE PAINT OR METAL. ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO REPAIR AT NO COST TO THE OWNER.

7. MAINTAIN A NEGATIVE PRESSURE WITHIN THE AREA OF ACTIVE CONSTRUCTION. MAINTAIN DUST BARRIERS AND DUST SEALS. DO NOT PERMIT ANY DUST TO ENTER OCCUPIED AREAS OUTSIDE THE KITCHEN. IF DUST IS ENTERING AREA, IMMEDIATE HALT CONSTRUCTION AND REPAIR DAMAGED OR INOPERABLE BARRIERS, SEALS OR FAN UNIT(S). CLEAN THE OCCUPIED AREA IMMEDIATELY. COVER ALL

SMOKE DETECTORS WITHIN THE DUST PROTECTED AREA DURING CONSTRUCTION.

8. HALT INSTALLATION OF FLOOR FINISH IMMEDIATELY IF COATING IS NOT ADHERING. REMOVE AREA OF COATING AND REWORK/REDO PREPARATION OF EXISTING SURFACE TO SOLVE ADHERENCE ISSUE.

POST INSTALLATION:

CONTRACTOR SHALL GUARANTEE ADHERENCE OF COATINGS AND REPLACE UNADHERING AREAS WITHIN ONE

YEAR AFTER SUBSTANTIAL COMPLETION AT NO COST TO THE OWNER.

AREA FOR TEMPORARY KITCHEN

6 5

3 3

8 8

CONTRACTOR ACCESS

TO WORK AREA

METAL RUNNER

EXPANSION ANCHORS

AT 48" O.C.

3 5 8" METAL STUDS

AT 16" O.C. FIRE RETARDANT TREATED

PLYWOOD OR O.S.B.

SEAL JOINTS

EXISTING QUARRY TILE

FLOORING

'-0

VE

RI

FY

IN

F

IE

LD

METAL CHANNEL

BRACE AT MID-HEIGHT

EXISTING CEILING TILE

ATTACH METAL RUNNER

TO EXISTING CEILING GRID

P e t t i t t Y a s t e

S t r a u b

200S

LAWSON,C MICHIGAN

UITE

48017-1311

F A X248-658-7781 248-658-7777 P H O N E

C850 NORTH ROOKS ROAD

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A1

RELEASED FOR BIDS 03/05/2024

BELLAMY CREEK FOOD

SERVICE FLOOR PLAN

BELLAMY CREEK CORRECTIONAL

FACILITY

FOOD SERVICE FLOORING

REPLACEMENT

FILE NO: 472/23170.JGH

FLOOR PLAN

SCALE: 1 1/2" = 1'-0"

TEMPORARY WALL SECTION

SCALE: 3/4" = 1'-0"

AutoCAD SHX Text Shf

AutoCAD SHX Text

IM

AutoCAD SHX Text

SL

AutoCAD SHX Text

VR

AutoCAD SHX Text

VR

AutoCAD SHX Text

SL

AutoCAD SHX Text Swd

AutoCAD SHX Text

SAL

AutoCAD SHX Text

DM

AutoCAD SHX Text Scf

AutoCAD SHX Text Sv

AutoCAD SHX Text

VC

AutoCAD SHX Text

HL

AutoCAD SHX Text

HL

AutoCAD SHX Text

OV

AutoCAD SHX Text

POT

AutoCAD SHX Text

OV

AutoCAD SHX Text

OV

AutoCAD SHX Text

OV

AutoCAD SHX Text

POT

AutoCAD SHX Text Shf

AutoCAD SHX Text

VC

AutoCAD SHX Text Sdw

AutoCAD SHX Text

VR

AutoCAD SHX Text

VR

AutoCAD SHX Text

VC

AutoCAD SHX Text

POT

AutoCAD SHX Text

POT

AutoCAD SHX Text

PROJECT NUMBER 2320

1727 BLUEWATER HWY, IONIA, MI 48846

A3

A3

A3

A3

A3

3 A3

A3

INSTALL STAINLESS STEEL PANEL

ON WALL UP TO HOOD. SEE DETAIL

8/A3.

SIM. TO

OPP. HAND

A3

A3

12 TYP.

TYP.

EXISTING STRUCTURAL

GLAZED TILE

4" S.S. BENT CORNER PLATE

NEW URETHANE EPOXY FLOORING

REMOVED

WALL

CONTINUOUS

SEALANT

CONTINUOUS SEALANT

A3

A3

A3

A3

A3

A3

A3

EXISTING BASE BOARD

FINNED TUBE CONVECTOR

EXISTING BASE BOARD

FINNED TUBE CONVECTOR

A3

A3

A3

A3

EXTEND NEW EPOXY FLOOR COATING

INTO THIS LANDING AREA

A3

SHOT BLAST CONCRETE FLOOR FOR

INSTALLATION OF NEW URETHANE

EPOXY COATING

A2

P e t t i t t Y a s t e

S t r a u b

200S

LAWSON,C MICHIGAN

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48017-1311

F A X248-658-7781 248-658-7777 P H O N E

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RELEASED FOR BIDS 03/05/2024

ENLARGED PLANS

BELLAMY CREEK CORRECTIONAL

FACILITY

FOOD SERVICE FLOORING

REPLACEMENT

FILE NO: 472.23170.JGH

ENLARGED PLAN (SCULLERY)

SCALE: 1/2" = 1'-0"

ELARGED FLOOR PLAN (PREP AREA)

SCALE: 1/2" = 1'-0"

A3

AutoCAD SHX Text

PROJECT NUMBER 2320

1727 BLUEWATER HWY, IONIA, MI 48846

CONTINUOUS SEALANT

URETHANE TOP COAT OVER

URETHANE SLURRY COAT

REMOVE EXISTING QUARRY

TILE AND MUD BED

EXISTING CONCRETE

SLAB ON GRADE

CONCRETE TOPPING

EXISTING STAINLESS

STEEL BASE

FEATHER EPOXY COATING

AT TOP EDGE

TURN EPOXY COATING UP

WALL TO FIRST MORTAR JOINT

COVE DETAIL WITH BACKER

URETHANE EPOXY COATING

URETHANE SLURRY COAT

REMOVE EXISTING MUD

BED AND INSTALL NEW

MORTAR BED SLOPED TO

DRAINS

EXISTING CONCRETE

SLAB ON GRADE

EXISTING STRUCTURAL

GLAZED TILE

SCARIFY EXISTING GLAZED FACE

AS NECESSARY FOR NEW COATING

REMOVE EXISTING

SEALANT & INSTALL

NEW SEALANT

URETHANE TOP COAT BASE

EXISTING CONCRETE MASONRY

WALL WITHOUT BASE

COVE TRANSITION BETWEEN

FLOOR AND WALL

URETHANE TOP COAT OVER

URETHANE SLURRY COAT

EXISTING CONCRETE

SLAB ON GRADE

PREPARE AND GRIND

CONCRETE SURFACE

FEATHER SLURRY COAT

AND TOP COAT TO EXISTING

QUARRY TILE. FINISH ALONG

GROUT JOINT.

URETHANE TOP COAT

OVER URETHANE

SLURRY COAT

EXISTING QUARRY

TILE OVER MUD

BED

EXISTING CONCRETE SLAB ON GRADE

NEW CONCRETE TOPPING

AND URETHANE SLURRY

COATING

SEALANT

CONTINUOUS SEALANT

EXISTING INSULATED

METAL WALL PANELS

URETHANE TOP COAT OVER

URETHANE SLURRY COAT

EXISTING CONCRETE SLAB ON GRADE

CONTINUOUS SEALANT

URETHANE TOP COAT OVER

URETHANE SLURRY COAT

REMOVE EXISTING QUARRY TILE AND MUD BED

INSTALL NEW MORTAR BASE, SLOPE TO DRAINS

EXISTING CONCRETE SLAB ON GRADE

REMOVE EXISTING QUARRY TILE AND MUD BASE

GRIND TAPER IN EXISTING COATING SO THAT

NEW URETHANE TOP COAT FLUSHES OUT

WITH TOP OF EXISTING COATING

EXISTING URETHANE TOP COAT OVER

URETHANE SLURRY COAT

NEW URETHANE TOP COAT OVER

URETHANE SLURRY COAT

NEW CONCRETE TOPPING AND URETHANE SLURRY COAT

URETHANE TOP COAT

OVER URETHANE

SLURRY COAT

CONTINUOUS SEALANT

AT JOINT

8" S.S. PLATE OVER

EXISTING CONCRETE

MASONRY WALL

1/4" S.S. FLOOR

PLATES

2" NEW MUD BED

4'-11" ± 4"

8" V.

I.F

4"

1'-4" ± V.I.F.

EXHAUST HOOD

EXISTING CONCRETE

FLOOR SLAB

MODIFY EXISTING DRAIN

REMOVE EXISTING STRAINING

INSERT NEW S.S. TUBE INTO DRAIN

FORMED/BENT

S.S. PLATE CURB12

7'-

4"

IF POSSIBLE,

SLIDE SHEET BEHIND

BACK OF EXISTING

HOOD.

CONTINUOUS

SEALANT ALONG

JOINT.

CONTINUOUS

URETHANE SEALANT

CONCRETE ON GRADE

S.S. GRATE

19-W-4

4"

8" V.

I.F

4"

8" S.S. PIPE INSERT INTO EXISTING DRAIN MIN. 2"

FORM/BEND 1 8" S.S. PLATE

TO FORM A CURB

CONTINUOUSLY

WELDED IN FIELD

1'-4" ± V.I.F.

1/8" S.S. TRENCH DRAIN LINER

FORM/BEND FLOOR PLATE

INTO TRENCH DRAIN

EXTEND S.S. PLATE

INTO TRENCH DRAIN

URETHANE EPOXY

COATING OVER

SLURRY BASE

MORTAR BASE COAT

EXISTING CAST IRON OR PVC SANITARY PIPE

EXISTING DRAIN

TO REMAIN

4" S.S. FLOOR

PLATE

EXTEND 3 4" WATER

SUPPLY TO FLOOR

AND TO TRENCH

DRAIN

SHUT OFF VALVE

PIPE STAND

FASTEN TO FLOOR PLATE

4" WATER SUPPLY

3'- 6"

2"

TRENCH DRAIN

3'-81 4"

OPEN EXISTING CONC. MASONRY WALL

ATTACH TO EXISTING 3 4" SUPPLY LINE

PATCH CONC. MASONRY.

DRILL HOLE THROUGH NEW S.S.

PLATE AND COVER WITH ESCUTCHEON

CLAMP TAIL OF PIPE

TO FLOOR WITH

DOUBLE CLAMP

4'- 1"

4" S.S. BENT PLATE TO

COVER REMOVED PORTION

OF WALL

EXISTING STRUCTURAL

GLAZED TILE

9"

MORTAR BASE

SECURITY HEAD

FASTENERS AT 16" O.C.

GROUT END OF

EXISTING STRUCTURAL

GLAZED TILE SOLID

EPOXY BASE

A2

S.S. GRATE 19-W-4

STAINLESS STEEL ANGLE SUPPORTS

URETHANE EPOXY COATING

EXISTING FLOOR DRAIN

TO REMAIN

MORTAR BASE

REMOVE EXISTING QUARRY TILE

AND MUD BED, REPLACE WITH

NEW SETTING BED

#10 STAINLESS STEEL

MACHINE SCREWS

WITH SECURITY HEAD

AT MIN. 6" O.C.

SILICONE JOINT SEALANT

4" STAINLESS

STEEL FLOOR

PLATE

4" x 4" STAINLESS

STEEL JOINING PLATE

NEW SETTING

BED MORTAR

SOLDER JOINING

PLATE TO FLOOR

PLATE

DRENCH DRAIN DETAIL

SCALE: 3" = 1'-0"A2

7 SECTION DETAIL AT KETTLES

SCALE: 1" = 1'-0"

A2

BASE DETAIL W/O MUD BED FLOOR

SCALE: 3" = 1'-0"A1

P e t t i t t Y a s t e

S t r a u b

200S

LAWSON,C MICHIGAN

UITE

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A3

ISSUED FOR BIDS 03/05/2024

FLOORING DETAILS

BELLAMY CREEK CORRECTIONAL

FACILITY

FOOD SERVICE FLOORING

REPLACEMENT

FILE NO: 472.23170.JGH

FLOOR DETAIL AT TRANSITION

SCALE: 3" = 1'-0"A1

4TYPICAL S.S. BASE

SCALE: 3"= 1'-0"A1

2NEW/EXISTING FLOOR DETAIL

SCALE: 3" = 1'-0"A1

BASE DETAIL AT COOLER WALL

SCALE: 3" = 1'-0"A1

BASE DETAIL AT COOLER WALL

SCALE: 1 1/2" = 1'-0"A2

9 WALL REMOVAL DETAIL

SCALE: 1 1/2" = 1'-0"A2

TRENCH DRAIN SECTION

SCALE: 3" = 1'-0"A2

TYPICAL BASE DET.

SCALE: 3"= 1'-0"A1

S.S. FLOOR PLATE JOINT

SCALE: 6" = 1'-0"A2

AutoCAD SHX Text

PROJECT NUMBER: 2320

AutoCAD SHX Text

1727 BLUEWATER HWY, IONIA, MI 48846

AutoCAD SHX Text A3