Drawings 19527.pdf

PDF 4 MB Posted Jun 4, 2026

Attached to: 472/19527. SMD; Bellamy Creek CF - ADA Egress Ramps
Solicitation number: RFQ 171 260000000310 2
Issued by: Huron County, Michigan

About this file

Written by GovTribe AI · Jun 5, 2026

Architectural Drawings for ADA Ramps and Improvements at Bellamy Creek Correctional Facility

These construction drawings, prepared for the State of Michigan Department of Technology, Management and Budget and Department of Corrections, document comprehensive ADA compliance renovations at Housing Unit 2 of Bellamy Creek Correctional Facility in Ionia, Michigan. The project encompasses ADA egress ramps, cell modifications, and shower room upgrades totaling approximately 12,092 square feet of renovation work within the 18,018-square-foot facility serving 250 inmates. The drawings include site plans, floor plans, cell details, ramp specifications, and mechanical/plumbing systems. Release dates for bidding occurred on September 1, 2022, with subsequent revisions released for rebidding on December 9, 2022, and again on May 15, 2026, following owner reviews completed at 90% and 100% design stages.

The project specifications address Michigan Rehabilitation Code for Existing Buildings 2021, Michigan Mechanical Code 2021, Michigan Plumbing Code 2021, and NFPA 101-2012 Life Safety Code requirements for Level 2 alterations in a Type 2B construction facility. Scope of work includes installation of new ADA-compliant fixtures such as stainless steel sinks, toilets, grab bars, and mirrors; construction of concrete ramps with slopes between 7.5% and 8%; installation of guardrails and handrails; shower room renovations with trench drains and waterproofing; and mechanical systems including exhaust fans and plumbing connections. The contractor is responsible for all demolition, cutting, patching, material procurement, labor, permits, inspections, and one-year warranty of all installed systems and equipment.

View the file

Other files

File	Type	Posted
Specifications 19527.pdf	PDF	Jun 4, 2026
LEIN Request 19527.pdf	PDF	Jun 4, 2026
472_19527_SMD Addendum_1.pdf	PDF	Jun 4, 2026
Advertisement 19527.pdf	PDF	Jun 4, 2026
472_19527_SMD Addendum_1 Photos.pdf	PDF	Jun 4, 2026
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Jun 4, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

HOUSING

UNIT 1

HOUSING

UNIT 2

HOUSING

UNIT 3

HOUSING

UNIT 4

HOUSING

UNIT 5

HOUSING

UNIT 6

HOUSING

UNIT 7

BUILDING

SALLY

PORT

CONSTRUCTION ACCESS

BLUEWATER HIGHWAY

POTTER ROAD

LINCOLN AVENUE

B E

A M

Y R

O A

MAIN STREET

W A

E E T

YEOMANS STREET H

Y N

O R

R O

A D

CITY OF IONIA

RICHARD A. HANDLON

CORRECTIONAL FACILITY

MICHIGAN REFORMATORY

BELLAMY CREEK

CORRECTIONAL

FACILITY

SITE PLAN

SCALE: 1" = 100'-0"

BELLAMY CREEK CORRECTIONAL FACILITY

ADA RAMPS AND RELATED IMPROVEMENTS

OWNER: STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

DEPARTMENT OF CORRECTIONS

SHEET INDEX:

A0 COVER SHEET /SITE PLAN

A1 HOUSING UNIT 2 FLOOR PLAN

A2 CELL PLAN AND DETAILS

A3 RAMP PLAN AND DETAILS

A4 RAMP SECTION AND DETAILS

A5 SHOWER PLAN AND DETAILS

MPI MECHAINCAL/PLUMBING - DEMOLITION

MP2 MECHANICAL/PLUMBING - NEW WORK

NOTE: ELECTRICAL WORK AND MECHANICAL

WORK SHOWN ON ARCHITECTURAL SHEETS.

LOCATION MAP

NO SCALE

SEE SHEETS C1-3

AND A1

AREA OF WORK

CONTRACTOR LAY DOWN

AND STAGING AREA

EXISTING DOUBLE

GATE

EXISTING DOUBLE GATE

EXISTING MAN GATE

EXISTING

DOUBLE GATE

EXISTING

DOUBLE GATE

INSTALL TEMPORARY GRAVEL DRIVE FOR CONCRETE

TRUCKS, REMOVE AND RESTORE LAWN

REMOVE / LEVEL RUTS AND INDENTATION CAUSE

BY CONSTRUCTION ACTIVITIES

EXISTING DOUBLE

GATE

EXISTING DOUBLE

GATE

EXISTING MAN GATE

STAFF

PARKING

VISITOR

PARKING

NOTES:

CONTRACTOR SHALL TAKE PRECAUTIONS TO NOT DAMAGE EXISTING

PAVEMENT AND WALKS. ANY DAMAGE CAUSED BY CONSTRUCTION

ACTIVITIES SHALL BE REPAIRED AT NOT COST TO THE OWNER

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

E S

U N U

C I

R C

U M

S P

I C

S I

Q U

E R

E I S

P E

N I

N S

U L

A M

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

RELEASED FOR BIDS 05/15/2026

RELEASED FOR REBID 12/9/2022

RELEASED FOR BIDS 9/1/2022

COVERSHEET

FILE NO: 472/19527.SMD

ACCT NO: 472IBCMaintProj

1727 BLUEWATER HWY

IONIA, MI 48846

BELLAMY CREEK

CORRRECTIONAL FACILITY

HOUSING UNIT 2

ADA RAMPS AND RELATED

IMPROVEMENTS

AutoCAD SHX Text

PROJECT NUMBER 2013

INMATE

ALTERNATE 1

INMATE

KITCHENETTE KITCHENETTE

STORAGE GAMEROOM

CORRIDOR

CONTROL

LEVEL

CONTROL

LEVEL

INMATE

LIBRARY

DAY

ROOM

CORRIDOR

OFFICE OFFICE OFFICE

OFFICE

MECHANICAL

DAYROOM

CORRIDOR

ELECTRICAL

COSTIC

INMATE

ALTERNATE 1

INMATE

ALTERNATE 1

INMATE

ALTERNATE 1

INMATE

M P

B. W

G C

ORR

OR A. W

ING CORRIDOR

OBSERVATION

EXITEX

EXISTING RECREATION COURTYARD

TO REMAIN

OOR

FIL

CODE COMPLIANCE:

MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS 2021

MICHIGAN MECHANICAL CODE 2021

MICHIGAN PLUMBING CODE 2021

NATIONAL ELECTRIC CODE 2023

LIFE SAFETY CODE: NFPA 101-2012

ALTERATION LEVEL 2

USE GROUP:

1-3 CONDITION IV

EXISTING DETENTION AND CORRECTIONAL

CONSTRUCTION TYPE:

II (0,0,0)

NUMBER OF STORIES: 2

TOTAL BUILDING AREA: 18018.23 sf AREA OF RENOVATIONS: 12092.12 sf

OCCUPANCY: 250

BUILDING FULLY SPRINKLED.

NOTE: AT COMPLETION OF ALL CONSTRUCTION ACTIVITIES, THE

CONTRACTOR SHALL CLEAN BUILDING FROM TOP TO BOTTOM INSIDE,

INCLUDING BUT NOT LIMITED TO FLOORS EQUIPMENT, FURNITURE,

DOORS, WINDOWS, PLUMBING FIXTURES, AND LIGHT FIXTURES.

NOVATE

SHOW

RENOVATE CELLS BASE BID

STARC TEMPORARY WALL/

OR NON COMP. PLYWOOD

AND STEEL STUD

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

E S

U N U

C I

R C

U M

S P

I C

S I

Q U

E R

E I S

P E

N I

N S

U L

A M

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

RELEASED FOR BIDS 5/15/2026

100% OWNER REVIEW 5/14/2026

90% OWNER REVIEW 3/30/2026

RELEASED FOR REBID 2/9/2022

REVISED FOR PERMITTING 10/18/2022

RELEASED FOR BIDS 9/1/2022

HOUSING UNIT 2 FLOOR PLAN

FILE NO: 472/19527. SMD

ACCT NO: 472 IBC MAINTPROJ

1727 BLUEWATER HWY

IONA, MI 48846

BELLAMY CREEK

CORRECTIONAL FACILITY

HOUSING UNIT 2

ADA RAMPS AND

IMPROVEMENT

LOWER AND CORE LEVEL PLAN

SCALE: 3/32" = 1'-0"

ADA COMPLIANT COMBY UNIT

GRAB BAR

EXT.BED

M A

X 3'

-0

'-9

3'-6"

2' -1

1'-35 8"

3' -4

EXT. FINNED TUBE

RAD COVER.

M A

X 3'

-5

'-3

2' -4

1'-

" 18"X36" POLISHED

STAINLESS STEEL

MIRROR

REPAINT CEILING, TYP.

REPAINT WALLS, TYP.

3'-5"

MAX. 9"

MIN. 7"

INSTALL TOILET PAPER HOLDER IN

EXISTING CMU WALL. CORE DRILL APPROX. 5"Ø HOLE,

APPROX 4 1/2" DEEP (VERIFY REQUIREMENTS WITH PRODUCT

TO BE INSTALLED). STACK UNITS ON OPPOSITE SIDES OF WALL.

PATCH CMU AT NEW OPENING AND BACKSIDE.

EXT. PERF. ENCLOSURE PLATE

NOTE: REMOVE EXISTING ANCHORS AT

REMOVE ITEMS AND PATCH HOLES

FLUSH WITH WALL FACES.

ANTI-LIGATURE

PLATE THIS SIDE

ANTI-LIGATURE

PLATE THIS SIDE

T.P. HOLDER

OPP. CELL

T.P. HOLDER

'-0

1'-6"

3'-35

8" NEW 30" X 16"

STAINLESS STEEL

12" X 12" LOCKERS

RELOCATED

SEAL BETWEEN MIRROR

AND CMU ALL AROUND

SECURITY HEAD SS SCREWS

INTO EXPN ANCHORS.

2' -6

SEAL BET. DESK

AND CMU

ALL AROUND

SEAL BETWEEN COMBY

UNIT AND CMU. ALL AROUND.

SEAL BETWEEN COMBY

UNIT AND FLOOR.

LOCKER BASE

RELOCATED

THRU BOLT DESK

AND LOCKERS W/

MIN. 3 8"Ø BOLTS.

CUT OFF EXCESS

THREADS AND WELD

TIGHTENED NUT TO

BOLT

1'-6

2'-10"

2"2"

" 2"

1'-6"

FABRICATE FROM 10 ga STEEL

NOTE:

DEGREASE AND POWDER COAT

FINISH: STEEL GRAY

GRIND AND DEBURR ALL SHARP EDGES.

ALL SHEET METAL BREAKS 90 DEGREES WITH 0.06 INNER

RADIUS.

1/2" DIAMETER HOLES FOR 3/8" FASTENERS

1'-

2'-6"

MOUNT DESKS BACK TO BACK USE 3/8"

STEEL THROUGH BOLTS. TACK WELD NUT TO

BOLT. CUT OFF EXCESS BOLT THREADS

PAINT TO MATCH: STEEL GRAY COLOR

REMOVE EXISTING CONC. DESK

REMOVE EXISTING CONC. STOOL

SAW CUT CMU WALL

4'-8" (AREA TO REMOVE)

1'-

-0

RECONSTRUCT OPENING WITH

NEW 6" CMU GROUTED SOLID

AND HORIZONTAL JOINT REINF.

EXISTING STEEL BED PLANK AND SKIRT TO REMAIN

#4 DOWELS X MIN. 12" LONG

VERTICAL AND HORIZONTAL, TYPICAL AT

5 LOCATIONS

PATCH EXISTING SLEEVE THRU

WALL WITH CMU OR GROUT

EXISTING BED TO REMAIN

REMOVE EXISTING GRAB

BAR

REMOVE EXISTING GRAB

BAR

REMOVE EXISTING

LAVATORY

REMOVE EXISTING

MIRROR

REMOVE EXISTING

TOILET

EXISTING FINNED TUBE

COVER TO REMAIN

4' -8

SAW CUT AND REMOVE

APPROX. 4'-8"" WIDE

SECTION OF EXISTING

CMU WALL TO FIRST

JOINT ABOVE DESK

2" 2'

-6

1'-

1/ 2"

3' -9

1'-

2' -6

BARRIER FREE

TURNING RADIUS

EXISTING SLIDING DOOR TO REMAIN

CORE DRILL 4" DEEP HOLE

IN EXISTING WALL FOR

NEW TOILET PAPER

HOLDERS. VERIFY DIAMETER

WITH APPROVED SHOP

DRAWINGS.

EXISTING

PLUMBING

OPENING

TO REMAIN

FURNISHINGS

1 NEW STAINLESS STEEL DESK

2 NEW COMBY ADA SINK AND TOILET

3 NEW 1-1/2" DIA. GRAB BAR

4 RELOCATED 12" X 12" X 6' LOCKER

5 EXISTING 2'-6" X 7'-6" METAL BED

6 NEW 18"X36" POLISHED STAINLESS STEEL

MIRROR

CELL ELEVATION A

3/4"=1'-0"

CELL ELEVATION B

3/4"=1'-0"

TYPICAL CELL PLAN

1/2"=1'-0"

NOTE: EXISTING TOILETS, SINKS, GRAB BARS AND MIRRORS ARE TO BE TURNED OVER TO THE FACILITY.

DESK PLAN

DESK FRONT

DESK ISOMETRIC

DESK SIDE

ROOM FINISH SCHEDULE:

CELLS:

FLOOR: NO WORK

WALLS: PAINT OR REPAINT

BASE: PAINT OR REPAINT

CEILING: PAINT OR REPAINT

SHOWER ROOMS:

FLOOR: RESINOUS FLOOR COATING

BASE: PAINT OR REPAINT

WALLS: PAINT OR REPAINT

CEILING: PAINT OR REPAINT

RAMP:

FLOOR: RESINOUS FLOOR COATING

BASE/WALL AT RAMP: RESINOUS COATING

WALL: PAINT OR REPAINT

BASE AT MASONRY: PAINT OR REPAINT

CEILING: NO WORK

NOTE: PATCH EXISTING VCT AT FLOORS.

DOOR SCHEDULE:

SHOWER ROOM: NEW JANITOR CLOSET DOOR: HOLLOW METAL DOOR AND FRAME 3'-0" X

6'-10" X 1 3/4"; SEE DETAILS 1 & 2 ON SHEET A5; HARDWARE SET I.

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

E S

U N U

C I

R C

U M

S P

I C

S I

Q U

E R

E I S

P E

N I

N S

U L

A M

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

F M

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

RELEASED FOR BIDS 5/15/2026

100% OWNER REVIEW 5/14/2026

90% OWNER REVIEW 3/30/2026

RELEASED FOR REBID 12/9/2022

RELEASED FOR BIDS 9/1/2022

CELL PLAN AND DETAILS

FILE NO: 472/19527. SMD

ACCT NO: 472 IBC MAINTPROJ

1727 BLUEWATER HWY

IONA, MI 48846

BELLAMY CREEK

CORRECTIONAL FACILITY

HOUSING UNIT 2

ADA RAMPS AND

IMPROVEMENT

DESK AND STOOL ELEVATION C

3/4"=1'-0"

#3 DOWELS @ 18" OC. MIN. 6" INTO EXISTING SLAB

AND MIN. 6" INTO NEW CONCRETE

SAW CUT AND REMOVE EXISTING FLOOR SLAB SAW CUT AND REMOVE EXISTING FLOOR SLAB

1'-0"

1/2" EXPANSION JOINT

SEALANT

FLANGE FASTEN TO CMU WITH SECURITY HEAD SCREWS

CONCRETE WALK/RAMP

SEALANT AND

1/2" EXPANSION JOINT

RETURN HANDRAIL TO WALL

AND FASTEN TO WALL WITH FLANGE

1'-0"

5'-0"±

1'-6"

REMOVE PORTION

OF EXISTING WALL

6" CONCRETE SLAB ON GRADE WITH 6X6 W2.1 X W2.1 WWF

VAPOR BARRIER

MIN. 4" GRANULAR FILL

EXISTING EARTH

3/4" STEEL ROD BRACKET

4"X3"X1/4" ANGLE

REMOVE EXISTING FLOOR

AT NEW RAMP LOCATION

EXISTING CONCRETE MASONRY COLUMN

NEW 24" HIGH CONCRETE WALL/CURB

EXISTING 6" CONC. SLAB

TO REMAIN

EXISTING 6" CONC. SLAB

TO REMAIN

PORTION OF

EXISTING WALL

TO REMAIN

4" CHAMFER ON CONC. EDGE

4x3x1

4" ANGLE

2' -4

1 2"

3' -0

SAW CUT AND REMOVE

EXISTING FLOOR SLAB

1'-6

SAW CUT AND REMOVE EXISTING

FLOOR SLAB

SAW CUT AND REMOVE EXISTING

FLOOR SLAB

SAW CUT AND REMOVE

PORTION OF EXISTING WALL

EXISTING WALL BELOW

NEW 6" CONCRETE SLAB

OVER SAND INFILL.

NEW WALL BELOW

REPAINT WALLS

EXISTING FIRE

EXTINGUISHER CABINET

EXISTING STAIR TO REMAIN

REPAIR VCT

VCT

STA

ANSITI

STR

4'-8 1 2 " ±

4'-4" ±

6'-2" FIELD VERIFY

7'-2"

1'-6

14' -0

'-6

" T O 2

9'-6

SLO

A T M

AX.

1'-6

7'-2"

6'-4 1 2 "

4'-9 1

2 "

VCT

REPAIR VCT

GUARDRAIL

HANDRAIL

EPOXY COATING FLOOR COATING

NEW GUARD RAIL

NEW HAND RAIL

NEW GUARDRAIL

M P

SLO

N 7 .5 % A

ND 8

M P

DOW

STARC TEMPORARY WALL/

OR NON COMP. PLYWOOD

AND STEEL STUD

3' -0

EXISTING STAIR TO

REMAIN

3' -0

1'-

EXISTING 6" CONC. SLAB

SEAL BETWEEN STEEL ANGLE AND CMU WALL

NEW FLOOR SLAB

HORIZONTAL JOINT REINF.

1 1/2" STANDARD PIPE WITH FLANGE

@ WALL

STANDARD PIPE HAND RAIL

3/4" CHAMFER

BOND BEAM WITH #5 REINF. BAR

2' -4

1 4

EXISTING RAILING

TO REMAIN

1 1/2" STANDARD PIPE RAILING,

SEE DETAIL 2/A3

6'-4 12"± REMOVE EXISTING SLAB

FOR NEW RAMP

CUT EXISTING STEEL

CHANNEL GRIND OF SHARP

EDGES AND COAT WITH

EPOXY

EXISTING WALL TO REMAIN

# 4 DOWELS @

MAX 32" O.C.

SAND FILL

EXPANSION JOINT

AND SEALANT

EXISTING CONCRETE MASONRY WALL

EXISTING CONCRETE MASONRY COLUMN

EXISTING 6" CONC. SLAB

TO REMAIN

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

RAMP LONG SECTION

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

RAMP PLAN

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

E S

U N

U M

C I

R C

U M

S P

I C

S I

Q U

E R

E I S

P E

N I

N S

U L

A M

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

F M

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

RELEASED FOR BIDS 5/15/2026

100% OWNER REVIEW 5/14/2026

RELEASED FOR REBID 12/9/2022

RELEASED FOR BIDS 9/1/2022

RAMP PLAN AND DETAILS

FILE NO: 472/19527. SMD

ACCT NO: 472 IBC MAINTPROJ

1727 BLUEWATER HWY

IONA, MI 48846

BELLAMY CREEK

CORRECTIONAL FACILITY

HOUSING UNIT 2

ADA RAMPS AND

IMPROVEMENT

3/4"=1'-0"

RAMP CROSS SECTION AT STAIR

NEW

UARD

TIN

G R

AILI

AIN

DISMANTLE AND REMOVE EXISTING

CHAIRLIFT, MOTOR, AND CONTROLS COMPLETE

REMOVE EXISTING DISCONNECT

FOR CHAIRLIFT. REMOVE CONDUCTORS

BACK TO PANEL BOX. RELABEL

BREAKER AS SPARE. REMOVE FLEX

CABLE UP TO JUNCTION BOX ABOVE

CEILING AND PATCH WALL

3' -0

1'-

6'-0"

CONCRETE WALK/RAMP

1/2" EXPANSION JOINT

#3 DOWELS @ 18" OC,

6" INTO EXIST. SLAB

SAW CUT AND REMOVE EXISTING CONCRETE SLAB ON GRADESAW CUT AND REMOVE EXISTING CONCRETE SLAB ON GRADE

6" CONCRETE SLAB ON GRADE WITH 6X6 W2.1 X W2.1 WWF

VAPOR BARRIER

MIN. 4" GRANULAR FILL

EXISTING EARTH VAPOR BARRIER

MIN. 4" GRANULAR FILL

EXISTING EARTH

STEEL ANGLE

EXPANSION JOINT

EXISTING STAIR

1 1/2" STANDARD PIPE RAIL

SEE DETAIL 2/A4

PATCH EXISTING

3/4" STEEL ROD BRACKET

3/4" CHAMFER

ON CONCRETE

1'-0"

GUARD RAILHAND RAIL

EXISTING RAIL

TO REMAIN

NEW GUARD RAIL

BEYOND

1'-0"

#3 DOWELS @ 18" OC,

6" INTO EXIST. SLAB

EXISTING WALL TO

REMAIN

CUT AND REMOVE EXISTING WALL

UPPER LEVEL

NEW 24" HIGH CONCRETE WALL

3' -0

#3 DOWELS @ 18" OC. MIN. 6" INTO EXISTING SLAB

AND MIN. 6" INTO NEW CONCRETE

1/2" EXPANSION JOINT

SEALANTRAMP BEYOND

6" REINFORCED CONCRETE SLAB

WITH 6x6 W2.1xW2.1 WWF

MIN. 4" GRANULAR FILL

EPOXY FLOOR COATING

PATCH EXISTING

VCT ALONG FLOOR CUT

3/4" ROD BRACKET WELD TO POST

WELD TO RAIL

1 1/2" STANDARD PIPE RAIL CENTER

ON 6" WALL / SEE DETAIL 2/A4

EPOXY FLOOR COATING

SEALANT AND EXPANSION MATERIAL

MIN. 4" GRANULAR FILL

VAPOR BARRIER

6" REINFORCED CONCRETE SLAB WITH 6X6 W2.1 X W2.1 WWF

EXTEND VAPOR BARRIER TO

EXISTING

6" 6"6'-2"±

RETURN HANDRAIL TO GUARDRAIL

EXISTING CONC. SLAB

NEW 6" THICK x 24" HIGH

CONCRETE WALL/CURB

#4 REINF. VERT. AT 12" O.C.

#4 REINF. HORIZ. TOP AND

BOTTOM

2" EXPANSION JOINT

SEALANT

1'- 4"

1 1/2" STANDARD PIPE RAILS, FINISH WITH HIGH PERFORMANCE COATING,

COLOR SAFETY YELLOW

1 1/2" STANDARD PIPE RAIL POST. MAX 6'-O" O.C.

FINISH WITH HIGH PERFORMANCE COATING,

COLOR : SAFETY YELLOW

WELD ANGLE FLANGE TO POST

1/2" GALV. ANCHOR BOLT, MIN. 1 BETWEEN POSTS, CUT THREADED ROD/BOLT

AFTER TIGHTENING NUT, TACK WELD NUT TO ROD OR ANGLE.

4" X 3" X 1/4" ANGLE, FINISH WITH HIGH PERFORMANCE COATING,

COLOR : SAFETY YELLOW

3' -0

CUT EXISTING POST AND REMOVE HORIZONTAL PIPES,

AND INSTALL CURVED CAP, WELD IN PLACE, GRIND WELDS SMOOTH

WELD NEW PIPE RAIL TO EXISTING POST

EXISTING CHANNEL

TO REMAIN

TACK WELD

GRIND PIPE SMOOTHLY

AFTER REMOVING HORIZONTAL PIPES

EXISTING RAIL TO REMAIN

3/4"=1'-0"

RAMP CROSS SECTION

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

E S

U N U

C I

R C

U M

S P

I C

S I

Q U

E R

E I S

P E

N I

N S

U L

A M

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

RELEASED FOR BIDS 5/15/2026

100% OWNER REVIEW 5/14/2026

90% OWNER REVIEW 3/30/2026

RELEASED FOR REBID 12/9/2022

RELEASED FOR BIDS 9/1/2022

RAMP SECTION AND DETAILS

FILE NO: 472/19527. SMD

ACCT NO: 472 IBC MAINTPROJ

1727 BLUEWATER HWY

IONA, MI 48846

BELLAMY CREEK

CORRECTIONAL FACILITY

HOUSING UNIT 2

ADA RAMPS AND

IMPROVEMENT

2 HAND RAIL SECTION

1"=1'-0"

3 RAMP LONG SECTION

3/4"=1'-0"

4 GUARD RAIL CONNECTION DETAIL

1"=1'-0"

5'-0"

2' -1

3'-0"

2' -0

12"X 48" STEEL ACCESS PANEL

BUILT INTO STAINLESS STEEL FILLER PANEL

ROLL IN TYPE ADA SHOWER

UNIT

ADA TRANSFER

SHOWER UNIT

CYLINDER OPERATED

CAM LOCK

STAINLESS STEEL FILLER PANEL

BETWEEN SHOWER UNITS

2" MUD BED

SLOPED IN WALK

AREA

1'-

-2

3' -0

'-0

1'-

PATCH EXISTING VCT REINSTALL EXISTING METAL GATE AND PANEL

EXISTING DRINKING

FOUNTAIN TO REMAIN

5' -4

'-2

NEW CEILING MOUNT ELECTRICAL FIXTURES

NEW SLOPED MUD BED ON CONCRETE SLAB/

SLOPE TO TRENCH DRAINS

NOTE: PREPARE AND PATCH EXISTING PLASTER CEILING

3'-4"

NEW 4" x 8" x 16" CMU

WITH WATER PROOFING

EXISTING DRINKING

FOUNTAIN TO REMAIN

REMOVE AND PROTECT EXISTING

METAL GATE AND PANEL

EXISTING CEILING

ACCESS DOOR TO

REMAIN

REMOVE EXISTING PLASTER CEILING

THIS AREA

3'-0"

ROLL IN TYPE

ADA SHOWER UNIT

MUD BED

TRENCH DRAIN

1'-0"

EXISTING DOUBLE 5/8"

GYPSUM BOARD CEILING

REPLACE/ PATCH AS

NEEDED

SHOWER-CURTAIN TRACK

NEW LIGHT FIXTURE

MAX. 14" PER FOOT

SLOPE TO DRAIN

WATER PROOFING ON

NEW4" x 8" x 16" CMU

4"4"

SLOPED MUD BED

MAX. 14" PER FOOT

STONEHARD OVERLAYMENT

WATER PROOFING ON CMU WALL

POLYETHYLENE

BACKER

ROD

STONESET

GROUT (PITCHED

TO ADA

COMPLIANCE)

SHOWER ROOM- NEW WORK

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

SHOWER ROOM- DEMOLITION

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

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

E S

U N

U M

C I

R C

U M

S P

I C

S I

Q U

E R

E I S

P E

N I

N S

U L

A M

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

RELEASED FOR BIDS 5/15/2026

100% OWNER REVIEW 5/14/2026

90% OWNER REVIEW 3/30/2026

RELEASED FOR REBID 12/9/2022

RELEASED FOR BIDS 9/1/2022

SHOWER PLAN AND DETAILS

FILE NO: 472/19527. SMD

ACCT NO: 472 IBC MAINTPROJ

1727 BLUEWATER HWY

IONA, MI 48846

BELLAMY CREEK

CORRECTIONAL FACILITY

HOUSING UNIT 2

ADA RAMPS AND

IMPROVEMENT

SHOWER ROOM SECTION

3/8"=1'-0"A5

5 SHOWER ROOM ELEVATION

3/8"=1'-0"A5

6 RAMP ELEVATION

3/8"=1'-0"A5

1. NEW 60"X36" ROLL-IN SHOWER UNIT

2. NEW 36"X36" TRANSFER SHOWER UNIT

3. NEW TRENCH DRAIN - SEE SECTION DETAIL 8/A5

SHOWER ROOM SCHEDULE

TRENCH DRAIN DETAIL

1 1/2" = 1'-0"

NEW LIGHT FIXTURE MODEL DETAIL:

1. COOPER LIGHTING MODEL: FVS8- 4 - LD4 - 2 - STD - 40 - VNV - P187 - EDC1 - WL

2. KURTZON LIGHTING MODEL: VL-S - 1 - 1X4 - 2 - LEDH - 840 - UNV - 3 - SW

EXISTING FINNED TUBE RADIATION AND COVER TO

REMAIN

PROTECTED DURING CONSTRUCTION, REPAIR/

REPLACE IF DAMAGED

BY CONSTRUCTION ACTIVITY REMOVE EXISTING CONC.

MASONRY WALLS

REMOVE EXISTING FLUORESCENT SURFACE MOUNT

LIGHT FIXTURE

6" CONC. FLOOR

SLAB

STAINLESS

STEEL PANEL

NOTE: TURN OVER EXISTING SHOWER DOORS AND SHOWER

CONTROL UNITS TO THE FACILITY.

SHOWER DRAIN SECTION

3/8"=1'-0"A5

1. DISCONNECT EXISTING HOT AND COLD DOMESTIC WATER SUPPLIES TO EXISTING LAVATORY, INCLUDING EXISTING ICON VALUE(S). REMOVE LAVATORY DISCONNECT EXISTING WASTE LINE TO FIXTURE BACK TO EXISTING WYE ON SANITARY RISER. ( FIELD VERIFY EXACT LOCATION ).

2. DISCONNECT EXISTING COLD DOMESTIC WATER SUPPLY TO EXISTING TOILET, INCLUDING EXISTING ICON VALUE. REMOVE TOILET AND FLUSH CONTROLLER, DISCONNECT EXISTING WASTE LINE TO FIXTURE BACK TO EXISTING WYE ON SANITARY RISER. ( FIELD VERIFY EXACT LOCATION ).

3. EXISTING SANITARY RISER TO REMAIN. TEMPORARY CAP WYES AS NEEDED DURING CONSTRUCTION UNTIL NEW PIPE CONNECTIONS ARE MADE.

( FIELD VERIFY EXACT LOCATION ).

4. EXISTING HOT AND COLD DOMESTIC WATER SUPPLIES TO REMAIN. TURN OFF SHUT OFFS TO FIXTURES. DURING CONSTRUCTION UNTIL NEW FIXTURES ARE

CONNECTED. ( FIELD VERIFY EXACT LOCATION ).

5. DISCONNECT EXISTING HOT DOMESTIC WATER SUPPLY TO EXISTING SHOWER UNIT. REMOVE EXISTING SHOWER CONTROLLER OF SHOWER HEAD UNIT INCLUDING THE ICON VALUE. REMOVE SUPPLY PIPE BACK TO TEE ON MAIN SUPPLY LINE. TURN OFF SHUTOFFS TO FIXTURES ON SUPPLY LINE DURING CONSTRUCTION UNTIL

NEW FIXTURES ARE INSTALLED. ( FIELD VERIFY EXACT LOCATION ).

6. REMOVE EXISTING HOT DOMESTIC WATER SUPPLY PIPE. ( FIELD VERIFY EXACT LOCATION ).

7. DISCONNECT EXISTING HOT DOMESTIC WATER SUPPLY TO MOP SINK FAUCET. DISCONNECT EXISTING WASTER LINE TO EXISTING WASTER LINE TO REMAIN.

REMOVE EXISTING MOP SINK. ( FIELD VERIFY EXACT LOCATION ).

8. DISCONNECT AND REMOVE EXISTING SHOWER/FLOOR DRAIN. REMOVE EXISTING SANITARY LINE TO EXISTING WASTE LINE TO REMAIN. ( FIELD VERIFY EXACT

LOCATION )

9. EXISTING VENT STACK TO REMAIN. ( FIELD VERIFY EXACT LOCATION ).

10. REMOVE CLEAN OUT IN FLOOR AND REPLACE WITH NEW. REPLACE MINIMAL SANITARY PIPE. ( FIELD VERIFY EXACT LOCATION ).

11. EXISTING SANITARY WASTE LINE BELOW FLOOR TO REMAIN. CUT LINE AS NEED FOR NEW CONNECTIONS. REMOVE WYES NO LONGER NEEDED. ( FIELD VERIFY

EXACT LOCATION ).

12. EXISTING HOT DOMESTIC WATER SUPPLE TO REMAIN. CUT PIPE AS NEED FOR NEW CONNECTIONS. REMOVE TEES NO LONGER NEEDED. ( FIELD VERIFY EXACT

LOCATION ).

13. REMOVE AND TURN OVER TO FACILITY TOILETS AND LAVATORIES

HDW

H D

HDW

V V

D W

HDW

D W

13 13

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

E S

U N U

C I

R C

U M

S P

I C

S I

Q U

E R

E I S

P E

N I

N S

U L

A M

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

MP1

RELEASED FOR BIDS 5/15/2026

100% OWNER REVIEW 5/14/2026

90% OWNER REVIEW 3/30/2026

OWNER REVIEW 8/15/2022

MECHANICAL AND PLUMBING

DEMOLITION

FILE NO: 472/19527. SMD

ACCT NO: 472 IBC MAINTPROJ

1727 BLUEWATER HWY

IONA, MI 48846

BELLAMY CREEK

CORRECTIONAL FACILITY

HOUSING UNIT 2

ADA RAMPS AND

IMPROVEMENT

PLUMBING DEMOLITION PLAN CELLS

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

EXIST. 4"

EXISTING VENT

TO REMAIN

PLUMBING DEMOLITION PLAN

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

HDW

H D

V V

EXISTING

SANITARY

EXISTING VENT

EXISTING VENT STACK

EXISTING DRINKING

FOUNTAIN TO REMAIN

EXISTING 4" SANITARY

EXISTING 6" SANITARY

4" 3"

EXISTING 4" SANITARY

D W

HDW

NEW 4" x 8" x 16" CMU

ER-B

180 CFM

ER-B

180 CFM

" X

12" X 12"

UP TO EF

ER-A

80 CFM

" X

6" X 6"

3'-0"

3'-0

HDW D

V1V1

1 1

1. ADA COMPLIANT ANGLE WALL TOILET LAVATORY FIXTURES I-CON MODEL FXR-S-1920. REAR ACCESS WITH WALL SLEEVE. INSTAL I-CON VLV-FVL-3801-SM SERIES SOLENOID OPERATED FLUSH VALVE FOR TOILET SUPPLY, I-CON VLV-LAV-4830 SERIES SOLENOID OPERATED MIXING VALVE FOR LAVATORY. TRUFIRE MODEL SLD- 0914 SERIES SOLENOID OPERATORS- 1 FOR TOILET AND 1 FOR LAVATORY. CONNECT CONTROLS TO EXISTING USING NEXUS CONTROLLER. ( FIELD COORDINATE ALL WORK AND VERIFY EXACT LOCATION AND SIZE OF EXISTING PIPING ).

2. 120" LONG, NOMINAL 4" WIDE POLYPROPYLENE TRENCH DRAIN, ADA COMPLIANT STAINLESS STEEL GREAT, MINIMUM LOAD CLASS B, SECURED GRATE TO TRENCH BODY WITH SECURITY HEAD SS FASTENERS. CONNECT TO EXISTING SANITARY. (FIELD COORDINATE ALL WORK AND VERIFY EXACT LOCATION AND

SIZE OF EXISTING PIPING ).

3. NEW NICKEL- BRONZE CLEAN OUT.

V1. I-CON. VLV-FVL-3801-SM SERIES SOLENOID OPERATED FLUSH VALVE

V2. I-CON. VLV-LAV. 4830 SERIES SOLENOID OPERATED DUAL TEMPERATURE VALVE (MIXING)

V3. I-CON. VLV-LAV.461X SERIES SOLENOID OPERATED SINGLE TEMPERATURE VALVE

NOTE: EQUAL FIXTURE MANUFACTURED BY ACORN ENGINEERING ARE ACCEPTABLE. FIXTURES ARE TO HAVE GENERIC BUTTON CONTROL COMPATIBLE WITH THE I-CON

VALVES AND CONTROLLERS

REMARKSLOCATION

VOLT

MOTOR

CFM " WG

E.S.P.AREA SERVEDMODEL No.

GREENHECK

EXHAUST FAN SCHEDULE

CONTROLMARK

SHOWER ROOM

E1ROOFOPERATE CONTINUOUS DURING OCCUPIED TIMES

INTERLOCK WITH HVAC UNIT IN AREA TOEF-1 GB-099 WITH JANITOR'S CLOSET 440 .375" 1/4 120 V / 1 PH

GRILLES, REGISTER and DIFFUSER SCHEDULE MARK CONSTRUCTIONMODEL No.

PRICE REMARKSNECK

SIZE FINISH

ER-A 735 D-L STAINLESS STEEL BY ARCHITECT

AS SELECTED6"x6"

ER-B 735 D-L STAINLESS STEEL BY ARCHITECT

AS SELECTED10"x10"

PROVIDE SURFACE MOUNTED BORDER AND STAINLESS STEEL OPPOSED BLADE DAMPER

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

E S

U N U

C I

R C

U M

S P

I C

S I

Q U

E R

E I S

P E

N I

N S

U L

A M

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

MP2

RELEASED FOR BIDS 5/15/2026

100% OWNER REVIEW 5/14/2026

90% OWNER REVIEW 3/30/2026

OWNER REVIEW 8/15/2022

NEW MECHANICAL &

PLUMBING

FILE NO: 472/19527. SMD

ACCT NO: 472 IBC MAINTPROJ

1727 BLUEWATER HWY

IONA, MI 48846

BELLAMY CREEK

CORRECTIONAL FACILITY

HOUSING UNIT 2

ADA RAMPS AND

IMPROVEMENT

PLUMBING PLAN- NEW WORK

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

DOMESTIC WATER AND SANITARY PIPE SIZE TO NEW

FIXTURE SHALL (AT A MINIMUM)

MATCH EXISTING SIZES THAT WERE SERVING REMOVED

FIXTURES. FIELD VERIFY AND COORDINATE ALL WORK ON

SITE.

PROVIDE NEW PIPE INSULATION ON ALL NEW AND EXISTING

DOMESTIC WATER PIPING AFFECTED BY NEW WORK.

MATCH EXISTING MATERIAL CURRENTLY INSTALLED ON

EXISTING DOMESTIC WATER PIPING. (FIELD COORDINATE)

SCOPE

GENERAL

THE WORK TO BE PERFORMED UNDER THE PLUMBING SPECIFICATIONS CONSISTS

INSTALLATION OF ALL PLUMBING SYSTEMS, WHICH SHALL BE AN EXTENSION OF

OF PROVIDING ALL LABOR AND MATERIALS FOR THE COMPLETE RENOVATION AND

THE EXISTING BUILDING PLUMBING SYSTEMS. THE WORK SHALL INCLUDE BUT IS

NOT LIMITED TO THE FOLLOWING:

PLUMBING FIXTURES

PLUMBING SPECIALTIES

PIPING

PLUMBING SPECIFICATIONS

REGULATIONS

WORK.

WORKMANSHIP

SHOP DRAWINGS

THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LAYOUT AND

CONSTRUCTION OF THE WORK INCLUDED IN THIS CONTRACT.

ALL DEMOLITION CUTTING AND PATCHING, AS REQUIRED FOR THE WORK UNDER

THIS CONTRACT SHALL BE PROVIDED BY THIS CONTRACTOR.

THIS CONTRACTOR SHALL COORDINATE THIS WORK WITH THAT OF ALL OTHER

GUIDE LINES REGARDLESS OF DETAILS INDICATED ON THE DRAWINGS.

EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER

LEVELS, THE MORE STRINGENT REGULATIONS SHALL APPLY.

CODES, ORDINANCES AND REGULATIONS OF ALL BODIES HAVING JURISDICTION,

AT ALL GOVERNING LEVELS, NOTWITHSTANDING ANYTHING IN THESE PLANS AND

SPECIFICATIONS TO THE CONTRARY. IN CASE OF CONFLICT BETWEEN GOVERNING

SYSTEMS IN ALL AND/OR IN PART SHALL CONFORM TO ALL PERTINENT LAWS,

THE CONTRACTOR SHALL VISIT THE PROJECT SITE TO COMPLETELY UNDERSTAND

THE CONDITIONS UNDER WHICH THE WORK MUST BE PERFORMED.

AND PUT IN OPERATION, THE COMPLETE PLUMBING SYSTEM.

EQUIPMENT AND MATERIALS NECESSARY TO PROPERLY INSTALL, ALTER, ADJUST

THE WORK UNDER THIS CONTRACT SHALL BE INSTALLED BY SKILLED CRAFTSMEN.

ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN A WORKMANLIKE MANNER IN

ACCORDANCE WITH ACCEPTED PLUMBING INDUSTRY STANDARDS.

REQUIRED BY ANY AUTHORITY HAVING JURISDICTION IN CONNECTION WITH THIS

THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS

THIS SPECIFICATION IS INCLUSIVE FOR EACH ITEM REQUIRING ALL LABOR,

PLUMBING FIXTURES AND TRIM

PLUMBING SPECIALTIES

TRADES ON THIS PROJECT.

PIPING

TESTING

GUARANTEE

DOMESTIC HOT AND COLD WATER PIPING SHALL BE TYPE "M" COPPER WITH

95/5 SOLDER JOINTS.

ALL PIPING SYSTEMS INSTALLED BY THIS CONTRACTOR SHALL BE TESTED IN

ACCORDANCE WITH CODES AND ACCEPTED BY THE INSPECTING AUTHORITY

THIS CONTRACTOR SHALL PROVIDE THE OWNER WITH WRITTEN AND VERBAL

OPERATING AND MAINTENANCE INSTRUCTIONS FOR ALL PLUMBING SYSTEMS

INSTALLED UNDER THIS PROJECT.

BEFORE PLACING THESE SYSTEMS IN OPERATION.

THIS CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE, IN WRITING, ALL

MATERIALS, EQUIPMENT AND WORKMANSHIP FOR A PERIOD OF ONE YEAR

FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AND SHALL PROVIDE

FREE SERVICE FOR REPAIR OF ALL EQUIPMENT INVOLVED IN THIS CONTRACT

DURING THE GUARANTEE PERIOD. ALL EQUIPMENT WARRANTEES SHALL ALSO

BE PROVIDED TO THE OWNER.

OPERATING AND MAINTENANCE

INDICATE EQUIPMENT MANUFACTURER AND CAPACITIES.

BY THE ARCHITECT FOR EQUIPMENT LISTED BELOW, AND / OR SCHEDULED ON THE

DRAWINGS, FOR THE ARCHITECT / ENGINEER REVIEW. ALL SHOP DRAWINGS MUST

THIS CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW IF REQUESTED

SANITARY WASTE & VENT PIPING SHALL BE PVC WITH CEMENTED JOINTS.

WRAP EXPOSED PVC & FITTINGS WITH PLENUM RATED INSULATION.

EXPOSED PVC IS NOT ALLOWED IN RETURN AIR PLENUMS OR IN ROOMS.

DESIGN INTENT OF THE DOCUMENTS IS REQUIRED, DUE TO ACTUAL FIELD

SHALL VISIT THE JOB SITE & COMPLETELY UNDERSTAND THE CONDITIONS

TAKEN FROM THE OWNER'S LIMITED RECORD DRAWINGS & CERTAIN FIELD

ALL EXISTING ITEMS INDICATED IN THE CONTRACT DRAWINGS HAVE BEEN

UNDER WHICH THE WORK MUST BE PERFORMED. IF A CHANGE FROM THE

OBSERVATIONS. THE CONTRACTORS AND ALL THEIR SUB CONTRACTORS

CONTRACTOR'S PRE-BID NOTIFICATION:

THE BUILDING OWNER.

IN THE CONTRACTOR BEING HELD RESPONSIBLE TO COMPLETE ALL WORK

TO MEET THE DESIGN INTENT WITH NO ADDED COST BEING INCURRED BY

NOTIFY THE ARCH. IN WRITING FOR RESOLUTION BEFORE SUBMITTING A

PROVIDE THE WRITTEN NOTIFICATION TO THE ARCHITECT SHALL RESULT

FINAL BID OR ENTERING INTO A CONSTRUCTION CONTRACT. FAILURE TO

CONDITIONS OBSERVED BY THE CONTRACTOR, THE CONTRACTOR SHALL

ARE NOT FOLLOWED.

LIMITED TO PIPING DIAGRAMS, EQUIPMENT DETAILS & CONNECTIONS, ETC.,

INSTALLATION INSTRUCTIONS SHALL TAKE PRECEDENT. NO ADDITIONAL

WHEN A CONFLICT BETWEEN INSTALLATION DETAILS, SUCH AS, BUT NOT

INDICATED ON THE DRAWINGS AND THE MANUFACTURERS INSTALLATION

COST WILL BE ALLOWED IF THE MANUF. INSTALLATION INSTRUCTIONS

INSTRUCTIONS PROVIDED WITH REVIEWED SHOP DRAWINGS, THE MANUF.

INSTALLATION COORDINATION

( NOTES APPLY TO ALL PLUMBING PLANS )

GENERAL PUMBING NOTES

TYPICAL CELL PLUMBING PLAN - NEW WORK

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

PROVIDE EF-1 COMPLETE WITH THE FOLLOWING:

1. FURNISH WITH GRAVITY BACKDRAFT DAMPER, DISC. SWITCH & BIRDSCREEN.

2. PROVIDE ROOF CURB.

3. INSTALL PER MANUFACTURERS INSTALLATION RECOMMENDATIONS.

4. ACCEPTABLE EQUIVALENT MANUFACT. INCLUDE COOK & PENN.

File details come from the government source that posted it. Updated Jun 5, 2026.