23352 MuskCF Greenhouse-Drwgs-Arch+Mech.pdf

PDF 5 MB Posted Apr 16, 2024

Attached to: 472/23352. HJD; Muskegon CF - New Educational Greenhouse
Solicitation number: RFQ - 171 - 240000000403
Issued by: Muskegon County, Michigan

About this file

Written by GovTribe AI · Apr 17, 2024

This document is a set of architectural and engineering drawings and specifications for the construction of a new greenhouse facility at the Muskegon Correctional Facility in Muskegon, Michigan. The project is being managed by the Michigan Department of Technology, Management and Budget, Department of Corrections. The new greenhouse will be approximately 1,906 gross square feet in size, with a maximum occupancy of 26 people. The document includes site plans, floor plans, elevations, and mechanical/plumbing and electrical details for the new greenhouse. It also provides information on the construction timeline, with a 90% review set due by March 15, 2024 and a release for bids on April 11, 2024.

The document specifies that the construction work will be funded through two separate sources - the "Education Funds" and the "Prisoner Funds". The scope of work includes a new concrete slab and weight pit area that will be funded through the Prisoner Funds, as well as the new greenhouse structure which will be funded through the Education Funds. The document provides detailed technical specifications and requirements for the construction, including materials, equipment, and installation methods.

View the file

Other files

File	Type	Posted
23352 MuskCF Greenhouse-ProjManual.pdf	PDF	Apr 16, 2024
23352_MuskCF Greenhouse-PrevWageRates.pdf	PDF	Apr 16, 2024
23352 MuskCF Greenhouse-Advertisement+LEIN.pdf	PDF	Apr 16, 2024
23352 MuskCF Greenhouse-Drwgs-Plumb.pdf	PDF	Apr 16, 2024
23352 MuskCF Greenhouse-Drwgs-Elec.pdf	PDF	Apr 16, 2024

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.

AREA OF WORK

SEE SHEET A1

(EDUCATION FUNDS)

AREA IF WORK

SEE SHEET A0.1

NEW CONCRETE

SLAB - WEIGHT PIT

(PRISONER FUNDS)

MUSKEGON

CORRECTIONAL

OLTHOFF DRIVE

S H

A N

D R

C K

C R

R O

A D D A

N G

L R

O A

DEVANSTON AVENUE

SHERMAN BLVD. B-72

LATIMER DRIVE

OLTHOFF DRIVE

S H

E R

N D

S H

E R

N D

ACCESS DRIVE TO E.C. BROOKS CORRECTIONAL

ACCESS DRIVE TO MUSKEGON CORRECTIONAL

CONTRACTOR' PATH TO

CONSTRUCTION AREA

NEW GREENHOUSE

(EDUCATION FUNDS)

SALLYPORT

CONTRACTOR

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

RELEASED FOR BIDS 04/11/2024

90% REVIEW SET 03/15/2024

COVERSHEET

MUSKEGON CORRECTIONAL

FACILITY

NEW GREENHOUSE

FILE NO: 472/23352.HJD

MUSKEGON CORRECTIONAL FACILITY

NEW GREENHOUSE

OWNER: STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY,

MANAGEMENT AND BUDGET,

DEPARTMENT OF CORRECTIONS

SHEET INDEX

AO COVERSHEET AND SITE PLAN

A0.1 WEIGHT PIT SITE PLAN AND DETAILS

A1 SITE PLAN

A2 FLOOR PLAN AND ELEVATIONS

A3 SECTION AND BASE DETAILS

MP1 MECHANICAL/PLUMBING SYMBOLS, NOTES, ABBREVIATIONS

MP2 BELOW GRADE-PARTIAL SITE MECHANICAL/PLUMBING DEMO

MP3 BELOW GRADE-PARTIAL SITE MECHANICAL/PLUMBING NEW

MP4 BELOW 1ST FLOOR PLAN MECHANICAL/PLUMBING NEW

MP5 1ST FLOOR PLAN MECHANICAL/PLUMBING NEW

MP6 MECHANICAL/PLUMBING SCHEDULES

E100 ELECTRICAL NOTES, SYMBOLS, ABBREVATIONS AND PANEL SCHEDULES

E200 ELECTRICAL SITE PLAN

E400 ELECTRICAL FIRST FLOOR PLAN - LIGHTING

E500 ELECTRICAL FIRST FLOOR PLAN - POWER

E600 ELECTRICAL RISER DIAGRAMS

CODE COMPLIANCE

MICHIGAN BUILDING CODE 2015

MICHIGAN PLUMBING CODE 2021

MICHIGAN MECHANICAL CODE 2021

NATIONAL ELECTRIC CODE 2023

USE GROUP U (TEACHING GREENHOUSE)

TYPE 2B CONSTRUCTION

TOTAL AREA OF BUILDING 1906 GROSS SF

OCCUPANCY: 26 PEOPLE BASED ON 50 NET SF/PERSON

EXIT WIDTH PROVIDED: 4'-0"

BUILDING IS NOT SPRINKLED

CONTRACTOR

LAYDOWN

AREA

EDUCATIO

N BUILD

ING

SERVICE

BUILD

INGHO

HOUSING

UNIT

HOUSINGUNIT

HOUSING

UNIT

HOUSINGUNIT

POWER

HOUSE

M A

N A

N C

E B

CONTRACTOR' PATH TO

CONSTRUCTION AREA

GENERAL NOTES

1. CONTRACTOR SHALL TAKE CARE TO NOT TRACK DIRT FROM THE CONSTRUCTION

AREA BEYOND 100 FEET OF THE CONSTRUCTION AREA. DAILY SWEEPING,

CLEANING OR SCRAPING MAY BE NECESSARY TO MAINTAIN DUST CONTROL.

2. LIMIT CONSTRUCTION TO AS SMALL AN AREA OF THE EXISTING GARDEN AS

POSSIBLE.

3. DO NOT TAKE CONSTRUCTION EQUIPMENT WITHIN 20 FEET OF THE PERIMETER

FENCE WITHOUT FACILITY APPROVAL.

4. CARE SHALL BE TAKEN WITH THE EXISTING SECURITY SYSTEM COMPONENTS -

CAMERAS, MICROWAVES, FENCE MOUNTED SECURITY SYSTEM, ETC. - SO AS

NOT TO DAMAGE, BUMP OR OTHERWISE DISTURB THE EQUIPMENT.

5. CONTRACTOR SHALL EMPLOY GROUND PENETRATING RADAR SURVEY PRIOR TO

ANY EXCAVATION. TURN OVER SURVEY RESULTS TO THE FACILITY.

6. ALL EXCAVATION SHALL BE BY HYDROEXCAVATION METHOD.

7. ANY UTILITIES FOUND TO BE IN THE WAY OF CONSTRUCTION SHALL BE

REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION.

8. PROTECT EXISTING ASPHALT AND CONCRETE PAVEMENT FROM EQUIPMENT

DAMAGE. ANY DAMAGE SHALL BE REPAIRED AT THE EXPENSE OF THE

CONTRACTOR.

9. SAWCUT EDGE OF ASPHALT IN A STRAIGHT LINE WHERE NEW CONCRETE WILL

ABUT THE ASPHALT.

SITE LOCATION

SCALE: 100' = 1'"

SCALE: 1" = 100'

50' 100'0 200'

LOCATION MAP

NOT TO SCALE

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

CONTACT INFORMATION:

DTMB:

HEATHER DEKORTE - PROJECT DIRECTOR

517-243-7248

TROY KUIPER - DTMB SITE REPRESENTATIVE

MDOC:

TREVER LEBARRE - PHYSICAL PLANT DIVISION PROJECT MANAGER

517-643-6518

BILL GIBSON - MUSKEGON PHYSICAL PLANT SUPERVISOR

231-773-3201 x2316

STRAUB PETTITT YASTE ARCHITECTS:

RICHARD MANN - PROJECT MANAGER/ARCHITECT

248-658-7777 (OFFICE) 248-496-3490 (CELL)

MATRIX CONSULTING ENGINEERS:

517-487-2511

DEVON PUNG - MECHANICAL AND PLUMBING PROJECT MANAGER

MORGAN GATT - ELECTRICAL PROJECT MANAGER

CONTRACTOR'S PATH

TO CONSTRUCTION AREA

AutoCAD SHX Text

RPOJECT NO: 2338

AutoCAD SHX Text

2400 S SHERIDAN DR MUSKEGON, MI 49442

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text M

COORDINATE EXACT

LOCATION WITH

THE FACILITY

FACILITY TO REMOVE

EXISTING CONCRETE

AND FENCING

CONTRACTOR

TO REMOVE EXISTING

SIDEWALK, FILL WITH

TOPSOIL FLUSH WITH

ADJOINING GRADE

EXISTING SIDEWALK

TO REMAIN

SEE ENLARGED PLAN

TO LEFT

LAWN RESTORATION

CONTROL JOINTS, TYPICAL

636.00

635.25

OWNER TO COVER NEW SLAB

WITH NOM. 2" ATHLETIC TILES

ACTUAL SIDEWALK LOCATION

TO BE VERIFIED. FACILITY WILL

LOCATE NEW WEIGHT PIT IN

THE GENERAL LOCATION

SHOWN.

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

A0.1

RELEASED FOR BIDS 04/11/2024

90% REVIEW SET 03/15/2024

WEIGHT PIT SITE PLAN AND

DETAILS

MUSKEGON CORRECTIONAL

FACILITY

NEW GREENHOUSE

FILE NO: 472/23352.HJD

SITE LOCATION

SCALE: 100' = 1'"

SCALE: 1" = 100'

50' 100'0 200'

NEW TO OLD CONCRETE

SCALE: 1" = 1'-0"

1/2" 1"0 2"

CONTROL JOINT DETAIL

SCALE: 1" = 1'-0"

NEW WEIGHT PIT PLAN

SCALE: 1/8" = 1'-0"

4' 8'0 16'

NOTE: ALL WORK ON THIS PAGE COMES

FROM THE PRISONER'S FUNDS AND NOT

EDUCATION FUNDS. SEPARATE

ACCOUNTING IS REQURED FOR THIS WORK.

A0.1

3NOTE: FACILITY TO DESIGNATE

EXACT LOCATION OF NEW

WEIGHT PIT

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

AutoCAD SHX Text 1" DEEP x " WIDE 14" WIDE SAWCUT OR TOOLED CONTROL JOINT

AutoCAD SHX Text

MIN 6" GRANULAR BASE COMPACTED TO 95%

AutoCAD SHX Text

6X6 W2.9 X W2.9 WWF

AutoCAD SHX Text

MIN. 4000 PSI CONCRETE DESIGN MIX

AutoCAD SHX Text

EXPANSION JOINT MATERIAL

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

EXISTING CONCRETE OR PAVEMENT TO REMAIN

AutoCAD SHX Text

6X6 W2.9 X W2.9 WWF

AutoCAD SHX Text

MIN. 6" GRANULAR BASE COMPACTED TO 95%

AutoCAD SHX Text

NOM. 2" THICK ATHLETIC TILES FURNISHED AND INSTALLED BY OWNER

AutoCAD SHX Text

ATHLETIC TILES BY OWNER

AutoCAD SHX Text

RPOJECT NO: 2338

AutoCAD SHX Text

2400 S SHERIDAN DR MUSKEGON, MI 49442

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

PROPOSED NEW GREENHOUSE

(30' x 60') SEE SHEET A2

TOP OF FOUNDATION = 633.10

SCALE: 1/16" = 1'-0"

8' 16'0 32'

NEW CONCRETE DRIVE/WALK

SLOPE 2% MAX. TO NORTH

HYDRO-BORE AND SLEEVE

UNDER DRIVE FOR STEAM,

ELECTRICAL, WATER, AND

SPARE CONDUITS.

EXISTING SIDEWALK FROM

SCHOOL TO GARDEN

EXISTING 16x48' COLD FRAME

NEW DRYWELL (GRAY WATER), RIM = 632.83

SEE DETAILS 1 AND 2 ON SHEET A1

EXISTING GREENHOUSE, REMOVED BY FACILITY.

CONTRACTOR TO RESTORE FINISH GRADE AND SEED.

APPROXIMATE EDGE OF

EXISTING GARDEN

PERIMETER FENCE

MVVV

MVVVMVVV

EXISTING BLOCK WALL

EXISTING SPLIT RAIL FENCE

ELECTRIC SWITCH

ELECTRIC CONDUIT

FENCE

SHED

MWV

SPLIT RAIL FENCE

FENCE

ICV (3)

ICV

HYD

3.7'

18.5'

21.5'

9.3'

.2'

.1'

58.0

61.3

18.0

42.5'

ICV (4)

20.2'

20.1'

41.3'

42.7'

15.4'

17.3'

4.1'

91.5

.8'

4.1'

9.9'

GUARD TOWER

2" EMPTY CONDUIT FOR FUTURE

CAMERA/SECURITY SYSTEM

CABLES, AND 2" EMPTY CONDUIT

FOR IRRIGATION PIPE. CAP EACH END.

APPROXIMATE EDGE OF

EXISTING GARDEN

REMOVE EXISTING STEAM AND

CONDENSATE LINES

.58

.76

.12

.30

.22

633.10

.26

.43

.36

.47

.32

.74

.26

.16

.38

633.10

632.75 632.75

632.90

6" PVC, SLOPE 2%

TO DRYWELL,

INVERT AT BUILDING

= 630.16', SEE DET. 3

ON A1

CONTRACTOR TO

REMOVE EXISTING

CONCRETE SIDEWALK.

RESTORE GROUND

TO LAWN.

REMOVE EXISTING WATER SUPPLY

AND ELECTRIC CONDUIT

NEW WATER SUPPLY, SEE MECH.

NEW ELECTRIC CONDUIT, SEE ELEC.

NEW STEAM SUPPLY PIPE, SEE MECH.

NEW CONDENSATE PIPE, SEE MECH.

TEMPORARY SNOW FENCE

WITH CONSTRUCTION

BARRELS FOR SUPPORT

TEMPORARY SNOW FENCE

WITH CONSTRUCTION

BARRELS FOR SUPPORT

RESTORE LAWN ALONG

LINE OF TRENCH

RESTORE LAWN DAMAGED

DURING CONSTRUCTION

RESTORE LAWN DAMAGED

DURING CONSTRUCTION

RESTORE LAWN DAMAGED

DURING CONSTRUCTION

WATERMAIN

STORM

W A

R M

LIGHT POLE

BURIED FIBER OPTIC

CABLE

STANDARD MANHOLE RING AND

COVER

TACK WELD LID TO FRAME

TOP DESIGNED FOR

HS-20 LOADING

MAY BE FLAT OR

ECCENTRIC CONE.

PLASTIC CEMENT

PUTTY OR RUBBER

JOINTS.

STANDARD STEPS

16" ON CENTER.

TYPICAL STEPS

FINISHED GRADE

= 632.83±

TOP OF FOOTING = 625.67

6" STORM DRAIN,

INVERT 630.00',

SEAL WATERTIGHT

AT STRUCTURE.

MANHOLE

COVER

FINISHED GRADE AT

BUILDING = 632.86 TOPSOIL

EXISTING

TOPSOIL

COMPACTED SOIL

EXISTING

SUBSOILS

6" STONE BASE

6" PVC PIPE TO DRYWELL

SLOPE AT 2%

1/16" = 1'-0"

PROPOSED GREENHOUSE LOCATION

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

RELEASED FOR BIDS 04/11/2024

90% REVIEW SET 03/15/2024

SITE PLAN AND SITE DETAILS

MUSKEGON CORRECTIONAL

FACILITY

NEW GREENHOUSE

FILE NO: 472/23352.HJD

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

DRYWELL SECTION

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

DRYWELL PLAN

3 SCALE: 1" = 1'-0"

WASTE PIPE TRENCH DETAIL

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

NOTE: ALL WORK ON THIS PAGE COMES

FROM EDUCATION FUNDS.

AutoCAD SHX Text

MINIMUM 6" THICK WASHED STONE BEDDING.

AutoCAD SHX Text

RPOJECT NO: 2338

AutoCAD SHX Text

2400 S SHERIDAN DR MUSKEGON, MI 49442

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

60'-0" CENTER TO CENTER OF COLUMNS

'-0

" C

T O

O F

C O

N S

4'-0" 8'-0"

61'-2"± COORDINATE REQUIRED DIMENSION WITH GREENHOUSE MANUFACTURER

'-2

O O

R D

H G

N H

O U

S E

M A

N U

3'-0" 1'-0"

CONTROL JOINT

TRENCH DRAIN BY G.C.

FROST PORCH

UTILITY SINK BY G.C.

ELECTRIC PANEL

MOUNTED ON VERTICAL

UNITSTRUTS

WATER HEATER

MOUNT ON VERTICAL

UNISTRUTS BY G.C.

IRRIGATION CONTROLLERS

MOUNT ON VERTICAL UNISTRUT

MAX. 2%

SLOPE

MAX. 2%

SLOPE

ELEV. = 633.00'

ELEV. = 633.10'

ELEV. = 633.00'ELEV. = 633.00'

ELEV. = 633.00'

ELEV. = 633.10'

ELEV. = 99.92'

TYPICAL 4'x8' HEAT RACKS

BY OWNER

GREENHOUSE

CONTROL PANEL

WORK BENCH 2'x8' RACK BY OWNER

TYPICAL 4'x8' PLANTING BENCHES

BY OWNER

DOWNSPOUT

BY G.C.

TYPICAL 4'x8'

PLANTING BENCHES

BY OWNER

HYDROPONICS TABLE

BY OWNER

8' x 8' ROLL-UP

DOOR BY GREENHOUSE

MANUFACTURER

4' x 7' (OR 6'-8"

DOOR BY

GREENHOUSE

MANUFACTURER

ELECTRICAL PANEL

AND POINT OF USE

WATER HEATER BY G.C.

GREENHOUSE GIRTS BY

GREENHOUSE MANUF.

GREENHOUSE GLAZING

BY GREENHOUSE MANUF.

VERTICAL GALVANIZED UNISTRUT

FOR MOUNTING ELECTRICAL

PANEL, WATER HEATER,

AND IRRIGATION CONTROLS

BY G.C.

FINISHED GRADE

EXHAUST FANS

BY GREENHOUSE

MANUFACTURER

PURLINS BY

GREENHOUSE

MANUFACTURER

GIRTS BY

GREENHOUSE

MANUFACTURER

FROST PORCH

4' x 6'-8"

HOLLOW

METAL

DOOR

TWIN-WALL POLY-

CARBONATE GLAZING

BY GREENHOUSE

MANUFACTURER

TWIN-WALL POLY-

CARBONATE GLAZING

BY GREENHOUSE

MANUFACTURER

8' x 8' ROLL-UP

DOOR

DOWNSPOUTS

BY G.C.

DOORS BY GREENHOUSE MANUF.

OPERABLE INTAKE

LOUVERS BY

GREENHOUSE MANUF.

GIRTS BY

GREENHOUSE

MANUFACTURER

TWIN-WALL

POLYCARBONATE

GLAZING BY

GREENHOUSE

MANUFACTURER

4" DOWNSPOUT

BY GENERAL

CONTRACTOR

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

FLOOR PLAN

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

UTILITIES SECTION

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

WEST END ELEVATION

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

EAST END ELEVATION

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

FRONT - NORTH ELEVATION

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

RELEASED FOR BIDS 04/11/2024

90% REVIEW SET 03/15/2024

PLAN AND ELEVATIONS

MUSKEGON CORRECTIONAL

FACILITY

NEW GREENHOUSE

FILE NO: 472/23352.HJD

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

NOTE: ALL WORK ON THIS PAGE COMES

FROM EDUCATION FUNDS.

AutoCAD SHX Text

10'-0" TYP. COLUMN SPACING

AutoCAD SHX Text

10'-0" TYP. COLUMN SPACING

AutoCAD SHX Text

RPOJECT NO: 2338

AutoCAD SHX Text

2400 S SHERIDAN DR MUSKEGON, MI 49442

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

TRENCH DRAIN

BY G.C.

RIDGE VENT BY GREENHOUSE MANUFACTURER

1 A3

CONCRETE SLAB-ON-GRADE

PAVEMENT WITH 6x6 W2.1xW2.1

WOVEN WIRE FABRIC REINF.

AIR EXHAUST FANS

BY GREENHOUSE MANUFACTURER

FOR VENTILATION

TWIN WALL POLYCARBONATE

PANELS BY GREENHOUSE

MANUFACTURER

TWIN WALL POLYCARBONATE PANELS

BY GREENHOUSE MANUFACTURER

TRUSSES AT COLUMN LINES

DESIGN BY GREENHOUSE MANUFACTURER

COLUMNS BY GREENHOUSE MANUFACTURER

DESIGN REQUIREMENTS

SHADE AND TRACK - ALTERNATE NO. 1

BY GREENHOUSE MANUFACTURER

5" CONCRETE SLAB ON GRADE

BY GENERAL CONTRACTOR

VAPOR BARRIER BY G.C.

6"± DRAINAGE FILL BY G.C.

COMPACTED STRUCTURAL FILL BY G.C.

FINISHED GRADE

INTEGRAL GUTTER BY

GREENHOUSE MANUF.

(2) #5 BARS, CONTINUOUS

BY G.C.

CONCRETE STRIP FOOTING

BY G.C.

(4) #4 BARS, CONTINUOUS

(2) INSIDE, (2) OUTSIDE

BY G.C.

#3 BARS VERTICAL AT

18" O.C. INSIDE AND OUTSIDE

BY G.C.

4" ANCHOR BOLTS OR AS

DESIGNATED BY GREENHOUSE

MANUFACTURER AT EACH COLUMN

INSTALLED BY G.C.

FINISHED GRADE

SLOPED AWAY FROM

BUILDING BY G.C.

MAX. SLOPE 2%

#3 DOWELS AT 12" O.C. BY G.C.

6x6 W2.1xW2.1 WOVEN

WIRE FABRIC REINF.

BY G.C.

CONCRETE SLAB-ON-GRADE BY G.C.

VAPOR BARRIER BY G.C.

DRAINAGE FILL BY G.C.

COMPACTED

STRUCTURAL FILL

BY G.C.

MINIMUM 1

4" TO

1' SLOPE

LOWER GLAZING CLOSURE

BY GREENHOUSE MANUFACTURER

20 GAUGE STAINLESS STEEL

CONTINUOUS FLASHING. SET

IN SEALANT FULL LENGTH BY G.C.

TUBE COLUMN AND BASE PLATE

BY GREENHOUSE MANUFACTURER

GIRTS AND POLYCARBONATE GLAZING

BY GREENHOUSE MANUFACTURER

1" CONCRETE FORM - 22 GAUGE BY G.C.

AIR SPACE

6x6 W2.1xW2.1 WOVEN

WIRE FABRIC REINF. BY G.C.

#3 BARS VERTICAL AT 18"

O.C. BY G.C.

#5 BAR CONTINUOUS TOP AND BOTTOM

BY G.C.

COMPACTED STRUCTURAL FILL BY G.C.

CONCRETE SUPPORT AT FROST PORCH BY G.C.

#3 DOWELS AT 12" O.C.

BY G.C.

#3 DOWELS AT 12" O.C.

BY G.C.

SEE TYPICAL FOOTING

SECTION

GREENHOUSE STRUCTURE

SLOPE 2%

8' X 8' ROLLING DOOR

BY GREENHOUSE MANUFACTURER

MINIMUM CLASS C

STEEL GRATE BY G.C.

#3 DOWELS AT 12" O.C. BY G.C.

6x6 W2.1xW2.1 WOVEN

WIRE FABRIC REINFORCEMENT BY G.C.

CONCRETE SLAB-ON-GRADE

BY G.C.

VAPOR BARRIER BY G.C.

DRAINAGE FILL BY G.C.

REINFORCING BAR SUPPORTS FOR

TRENCH DRAIN BY G.C.

SLOPED TRENCH DRAIN BY G.C.

COMPACTED STRUCTURAL FILL

BY G.C.

MAX. SLOPE 2%

FLOOR LINE AT EDGE OF BUILDING

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

TYPICAL FOUNDATION SECTION

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

BUILDING SECTION

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

TRENCH DRAIN SECTION

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

FROST PORCH 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

RELEASED FOR BIDS 04/11/2024

90% REVIEW SET 03/15/2024

GREENHOUSE SECTION AND

BASE DETAILS

MUSKEGON CORRECTIONAL

FACILITY

NEW GREENHOUSE

FILE NO: 472/23352.HJD

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

NOTE: ALL WORK ON THIS PAGE COMES

FROM EDUCATION FUNDS.

AutoCAD SHX Text

12" WIDE TRENCH

AutoCAD SHX Text

12" WIDE TRENCH

AutoCAD SHX Text

12" WIDE TRENCH

AutoCAD SHX Text

12" WIDE TRENCH

AutoCAD SHX Text

MAX.

AutoCAD SHX Text

MAX.

AutoCAD SHX Text

RPOJECT NO: 2338

AutoCAD SHX Text

2400 S SHERIDAN DR MUSKEGON, MI 49442

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

GENERAL HVAC NOTES

1. LOCATE EXHAUST OUTLETS OF VENTILATION SYSTEMS &

PLUMBING VENTS AT LEAST 10 FEET FROM OUTDOOR AIR

INTAKES. COORDINATE LOCATIONS OF EXHAUST OUTLETS

WITH GREENHOUSE MANUFACTURER.

2. LOCATE OUTDOOR INTAKES AT LEAST 6 FEET ABOVE GROUND

LEVEL OR 3 FEET ABOVE ROOF LEVEL. UNLESS OTHERWISE

INDICATED. COORDINATE LOCATIONS OF OUTDOOR AIR

INTAKES WITH GREENHOUSE MANUFACTURER

3. NOTIFY OWNER OF ANY PIPING DEMOLITION THAT MAY AFFECT

NORMAL OPERATION OF OTHER AREAS.

4. FIELD VERIFY LOCATIONS OF EXISTING PIPING THAT MAY

CONFLICT WITH NEW CONSTRUCTION AND RELOCATE AS

NEEDED.

5. LOCATIONS OF THE THERMOSTATS TO BE VERIFIED IN FIELD.

6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER

DISCIPLINES PRIOR TO CONSTRUCTION TO AVOID CONFLICTS.

7. PROVIDE MANUAL AIR VENTS WITH 3/4" HOSE CONNECTION AT

ALL HIGH POINTS.

8. THE CONTRACTOR SHALL FIELD VERIFY THE SIZES, LOCATION,

ELEVATIONS, AND DETAILS OF ALL EXISTING CONDITIONS THAT

MAY AFFECT THE WORK.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING

THE INTEGRITY OF ALL EQUIPMENT AND MATERIALS IN A "NEW"

CONDITION DURING CONSTRUCTION.

10. ALL WORK SHALL BE PERFORMED BY LICENSED

CONTRACTORS AND SUBCONTRACTORS AS REQUIRED BY LAW.

11. ALL WORK SHALL CONFORM TO MICHIGAN MECHANICAL CODE,

PER EDITION INDICATED ON TITLESHEET.

12. ALL CONDENSATE DRAIN PIPING SET @ MIN. 1% SLOPE.

13. IF THERE IS CONFLICTING INFORMATION IN THE PLANS OR

SPECIFICATIONS THE MORE STRINGENT AND GREATER COST

ITEM SHALL BE USED.

14. DRAWINGS INDICATE REQUIRED SIZES AND POINTS OF

TERMINATION OF PIPES AND SUGGESTED ROUTES. IT IS NOT

INTENTION OF DRAWINGS TO INDICATE ALL NECESSARY

OFFSETS. INSTALL WORK IN MANNER TO CONFORM TO

STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM

AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. DO NOT

SCALE FROM DRAWINGS.

15. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING

UNDERGROUND UTILITIES WITH GROUND PENETRATING

RADAR BEFORE BEGINNING WORK. ALL EXCAVATION IS TO BE

HYDROVAC-EXCAVATION.

16. ALL FASTENERS USED IN AREAS EXPOSED TO INMATES SHALL

USE TAMPERPROOF SCREWS.

17. CONTRACTOR TO ATTEND A 6 MONTH AND AN 11 MONTH POST

CONSTRUCTION MEETING WITH THE ENGINEER AND OWNER

TO REVIEW AND FIX ISSUES DURING THE WARRANTY PERIOD.

18. CONTRACTOR TO TRACK AND PROVIDE PAPERWORK TO

OWNER OF THE AMOUNT OF MATERIAL BEING RECYCLED

THROUGHOUT THE PROJECT.

19. CONTRACTOR TO PATCH EXISTING WALLS AS NEEDED TO

MATCH EXISTING AND SEAL WATER TIGHT WHERE DEMOLITION

AND/OR NEW WORK IS COMPLETED.

20. GREENHOUSE CONTROL PANEL TEMPERATURE ALARM

CONTACTS TO STARNET 2.0 SYSTEM THRU ETHERNET

CONTACT CLOSURE. CONNECT TO SECURITY IT RACK WITH

PURPLE CAT-6 CABLES(S) AS REQUIRED TO CONNECT TO

STARNET 2.0 SYSTEM. CONTRACTOR TO HIRE AND

COORDINATE CONNECTION TO SECURITY IT RACK WITH BRETT

EMERSON FROM COMMTECH DESIGN (PHONE 616-446-4545).

21. INSTALL ALL EQUIPMENT, MATERIALS, AND ACCESSORIES PER

THE MANUFACTURER'S WRITTEN INSTALLATION

INSTRUCTIONS.

HVAC & PLUMBING SYMBOLS LEGEND

HVAC PIPING SYMBOLS HVAC PIPING

HVAC DUCTWORK

F/S

F/S s s

TEMPERATURE CONTROL SYMBOLS

T P T N

MISCELLANEOUS NOTES

HVAC DUCTWORK SYMBOLS

HVAC DUCTWORK & DIFFUSER TAGS

HVAC PIPING & PLUMBING VALVES

HVAC & PLUMBING ABBREVIATIONS

AC AIR COMPRESSOR

AD AREA DRAIN

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AS AIR SEPARATOR

ASR AUTOMATIC SPRINKLER RISER

A.T.C. ARCHITECTURAL TRADES CONTRACTOR

B BOILER

B.A.S. BUILDING AUTOMATION SYSTEM

BFS BELOW FLOOR SLAB

BWV BACK WATER VALVE

CAF COMBUSTION AIR FAN

CB CATCH BASIN

CC COOLING COIL

CFM CUBIC FEET PER MINUTE

CHLR CHILLER

CHP CONSOLE HEAT PUMP

CI CAST IRON

CO CLEAN OUT

CONV CONVECTOR

CT COOLING TOWER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONTROL VALVE

CWP CHILLED WATER PUMP

DB DRY BULB

DF DRINKING FOUNTAIN

DFU DUCT FURNACE

DIA DIAMETER

DN DOWN

DPR DAMPER

DS DUCT SILENCER

DWH DOMESTIC WATER HEATER

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

EG EXHAUST GRILLE

E.T.C. ELECTRICAL TRADES CONTRACTOR

EVR EVAPORATOR

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

EXIST EXISTING

FC FINAL CONNECTIONS

FD FLOOR DRAIN

FDC FIRE DEPT. CONNECTION

FF FINISH FLOOR

FHV FIRE HOSE VALVE

FPM FEET PER MINUTE

FPVAV FAN POWERED VARIABLE AIR VOLUME BOX

FT FEET

FTR FINNED TUBE RADIATION

FU FURNACE

GAL GALLON

GD GARBAGE DISPOSAL

GFRH GAS FIRED RADIANT HEATER

GI GREASE INTERCEPTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRILLE

H HUMIDIFIER

HB HOSE BIB

HC HEATING COIL

HD HEAD (FT)

HP HORSE POWER

HHP HORIZONTAL HEAT PUMP

HTG HEATING

HVAC HEATING, VENTILATION, & AIR

CONDITIONING

HWP HEATING WATER PUMP

HX HEAT EXCHANGER

ID INSIDE DIAMETER

I.E. INVERT ELEVATION

IAH INTAKE HOOD

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LH LATENT HEAT (MBH)

LT LAUNDRY TRAY

LWT LEAVING WATER TEMPERATURE

MA MEDICAL AIR

MAX MAXIMUM

MBH BTU PER HOUR (THOUSAND)

MGC MEDICAL GAS CONSOLE

MH MAN HOLE

MIN MINIMUM

MS MOP SINK

M.T.C. MECHANICAL TRADES CONTRACTOR

N.C. NOISE CRITERIA

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NTS NOT TO SCALE

ORD OVERFLOW ROOF DRAIN

OXY OXYGEN

P PUMP

PCR PUMPED CONDENSATE RETURN

PD PRESSURE DROP

PVC POLY-VINYL-CHLORIDE

RC RAIN CONDUCTOR

RCP RADIANT CEILING PANEL

RD ROOF DRAIN

REQ'D REQUIRED

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RI ROUGH-IN

RLH RELIEF HOOD

RTU ROOF TOP UNIT

SAN SANITARY

SD SUPPLY DIFFUSER

SF SUPPLY FAN

SG SUPPLY GRILLE

SH SENSIBLE HEAT (MBH)

SHWR SHOWER

SK SINK

SM SHEET METAL

SP STAND PIPE

SQ. FT. SQUARE FEET

SS SERVICE SINK

SST SATURATED SUCTION TEMPERATURE

ST STORM

STR STRAINER

SV STACKED VENT

S&W STOP & WASTE

TC TOTAL COOLING (MBH)

TCL TEMPERATURE CONTROL

T&P TEMPERATURE & PRESSURE RELIEF

VALVE

TYP TYPICAL

UH UNIT HEATER

UR URINAL

VAV VARIABLE AIR VOLUME BOX

VB VACUUM BREAKER

V.F.D VARIABLE FREQUENCY DRIVE

VRH VARIABLE AIR VOLUME REHEAT BOX

VS VENT STACK

VTR VENT THRU ROOF

W WASTE

WB WET BULB

WC WATER CLOSET

WH WALL HYDRANT

WS WASTE STACK

W&V WASTE AND VENT

ZD ZONE DAMPER

X-SA EXISTING ITEM (EXISTING SUPPLY AIR

DUCT)

ITEM

EXISTING

X-CW EXIST. CW PIPING

ITEM

EXISTING

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSATE DRAIN

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

COOLING TOWER WATER SUPPLY

COOLING TOWER WATER RETURN

DIRECT EXPANSION

HEAT PUMP WATER SUPPLY

HEAT PUMP WATER RETURN

HEATING WATER SUPPLY

HEATING WATER RETURN

SUCTION (REFRIGERANT)

LIQUID (REFRIGERANT)

SUCTION (DIRECT EXPANSION)

LIQUID (DIRECT EXPANSION)

LOW PRESSURE STEAM (0-20 LBS.)

MEDIUM PRESSURE STEAM (21-75 LBS.)

HIGH PRESSURE STEAM (76 LBS. & ABV.)

STEAM CONDENSATE (GRAVITY)

PUMPED STEAM CONDENSATE

STEAM CONDENSATE BOILER FEED

FLOW DIRECTION

PIPING DROP

PIPING RISE

INLINE PIPING DROP

INLINE PIPING RISE

PIPING TEE

PIPING ELBOW

THERMOMETER

PUMP

UNION

PIPE ANCHOR

PIPE GUIDE

BACK FLOW PREVENTER

PIPE CAP

PIPE BREAK

THERMOMETER WELL

EXPANSION LOOP

EXPANSION COMPENSATOR

FLOAT & THERMOSTATIC STEAM TRAP

INVERTED BUCKET STEAM TRAP

THERMOSTAT

PROGRAMMABLE THERMOSTAT

THERMOSTAT (W/ NIGHT SETBACK)

ROOM SENSOR

HUMIDISTAT

PRESSURE GAUGE

DAMPER (ELECTRIC OPERATION)

DAMPER (PNEUMATIC OPERATION)

DAMPER BLADES

SUPPLY AIR DUCT

EXIST SUPPLY AIR DUCT

RETURN AIR DUCT

EXIST RETURN AIR DUCT

OUTSIDE AIR DUCT

EXIST OUTSIDE AIR DUCT

EXHAUST AIR DUCT

EXIST EXHAUST AIR DUCT

SUPPLY AIR DUCT RISER

RETURN AIR DUCT RISER

OUTSIDE AIR DUCT RISER (AS NOTED)

EXHAUST AIR DUCT

INSULATED DUCTWORK (AS NOTED)

SUPPLY AIR DIFFUSER (SQUARE)

SUPPLY AIR DIFFUSER (INLINE)

SURFACE MTD. GRILLE

SUPPLY AIR DIFFUSER (ROUND)

CONICAL TAKE-OFF

CONICAL TAKE-OFF W/ DAMPER

BALANCE DAMPER

RETURN AIR DUCT BOOT

ECCENTRIC REDUCER

CONCENTRIC REDUCER

VERTICAL FIRE DAMPER

HORIZONTAL FIRE DAMPER

VERTICAL SMOKE DAMPER

HORIZONTAL SMOKE DAMPER

VERTICAL FIRE / SMOKE DAMPER

HORIZONTAL FIRE / SMOKE DAMPER

DUCT SMOKE DETECTOR, INSTALLED BY

M.T.C., PROVIDED & WIRED BY E.T.C.

UNIT HEATER

CEILING EXHAUST FAN

ROOF MOUNTED EXHAUST FAN

DEMOLITION

POINT OF CONNECTION BETWEEN

NEW AND EXISTING

POINT OF EXISTING TO REMAIN AND

EXISTING TO BE REMOVED

INDICATES PLAN NOTE

INDICATES DEMOLITION NOTE

DETAIL BUBBLE

DETAIL NUMBER

PAGE LOCATION INDICATES

DIRECTION OF DETAIL SECTION

XXXX

X-OA

X-EA

X-SA

X-RA

SCP

DXS

DXL

CTR

HPR

HPS

CTS

CWR

CWS

LPS

MPS

HPS

SC (BF)

TAG CFM

NECK REMARKS

SIZE

SD-1 250

8"ø ---

PLUMBING PIPING PLUMBING EQUIPMENT

1. ALL PLUMBING WORK SHALL CONFORM TO MICHIGAN

PLUMBING CODE, PER EDITION INDICATED ON

TITLESHEET.

2. INSTALL ISOLATION BALL VALVES @ ALL FIXTURE WATER

SUPPLY LINES.

3. SITE CONTRACTOR TO RUN UTILITIES TO 5'-0" FROM

BUILDING LINE

4. ALL PIPE SIZES SHOWN ARE SERVICE SIZE. SIZE

SLEEVES FOR 1" CLEAR SPACE BETWEEN PIPE AND

SLEEVE FOR INSTALLATION OF MECHANICAL SEAL.

5. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING

UNDERGROUND UTILITIES WITH GROUND PENETRATING

RADAR BEFORE BEGINNING WORK. ALL EXCAVATION IS

TO BE HYDROVAC-EXCAVATION.

6. CONTRACTOR SHALL DEMOLISH & REMOVE EXISTING

PIPING, FITTINGS, & EQUIPMENT AS REQUIRED FOR NEW

INSTALLATIONS. VALVE & CAP PIPING TO REMAIN.

7. FIELD VERIFY LOCATIONS OF EXISTING PIPING THAT MAY

CONFLICT WITH NEW CONSTRUCTION AND RELOCATE

AS NEEDED.

8. NOTIFY OWNER OF ANY PIPING DEMOLITION THAT MAY

AFFECT NORMAL OPERATION OF OTHER AREAS.

9. MECHANICAL SEALS REQUIRED FOR BELOW GRADE

WALL PENETRATIONS.

10. 1% SLOPE FOR ALL SANITARY PIPING.

11. PROVIDE SHOCK STOPS FOR EVERY PLUMBING GROUP.

12. PROVIDE AIR ELIMINATION DEVICES FOR EACH

PLUMBING SYSTEM.

13. THE CONTRACTOR SHALL FIELD VERIFY THE SIZES,

LOCATION, ELEVATIONS, AND DETAILS OF ALL EXISTING

CONDITIONS THAT MAY AFFECT THE WORK.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING THE INTEGRITY OF ALL EQUIPMENT AND

MATERIALS IN A "NEW" CONDITION DURING

CONSTRUCTION.

15. ALL WORK SHALL BE PERFORMED BY LICENSED

CONTRACTORS AND SUBCONTRACTORS AS REQUIRED

BY LAW.

16. DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE

WITH THE CODES AND REGULATIONS ENFORCED BY

LOCAL BUILDING OFFICIALS.

17. IF THERE IS CONFLICTING INFORMATION IN THE PLANS

OR SPECIFICATIONS THE MORE STRINGENT AND

GREATER COST ITEM SHALL BE USED.

18. DRAWINGS INDICATE REQUIRED SIZES AND POINTS OF

TERMINATION OF PIPES AND SUGGESTED ROUTES. IT IS

NOT INTENTION OF DRAWINGS TO INDICATE ALL

NECESSARY OFFSETS. INSTALL WORK IN MANNER TO

CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS,

PRESERVE HEADROOM AND KEEP OPENINGS AND

PASSAGEWAYS CLEAR. DO NOT SCALE FROM

DRAWINGS.

19. ALL FASTENERS USED IN AREAS EXPOSED TO INMATES

SHALL USE TAMPERPROOF SCREWS.

20. CONTRACTOR TO ATTEND A 6 MONTH AND AN 11 MONTH

POST CONSTRUCTION MEETING WITH THE ENGINEER

AND OWNER TO REVIEW AND FIX ISSUES DURING THE

WARRANTY PERIOD.

21. CONTRACTOR TO TRACK AND PROVIDE PAPERWORK TO

OWNER OF THE AMOUNT OF MATERIAL BEING RECYCLED

THROUGHOUT THE PROJECT.

22. CONTRACTOR TO PATCH EXISTING WALLS AS NEEDED

TO MATCH EXISTING AND SEAL WATER TIGHT WHERE

DEMOLITION AND/OR NEW WORK IS COMPLETED.

23. INSTALL ALL EQUIPMENT, MATERIALS, AND

ACCESSORIES PER THE MANUFACTURER'S WRITTEN

INSTALLATION INSTRUCTIONS.

GENERAL PLUMBING NOTES

COLD WATER

COLD WATER BELOW FINISH SLAB

HOT WATER

HOT WATER BELOW FINISH SLAB

HOT WATER RETURN

HOT WATER RETURN BELOW FINISH SLAB

SOFTENED WATER

SOFTENED WATER BELOW FINISH SLAB

SOFTENED WATER RETURN

SOFTENED WATER RETURN BELOW FINISH

SLAB

TEMPERED WATER

TEMPERED WATER BELOW FINISH SLAB

TEMPERED WATER RETURN

TEMPERED WATER RETURN BELOW FINISH

SLAB

DEIONIZED WATER

DEIONIZED WATER BELOW FINISH SLAB

REVERSE OSMOSIS WATER

REVERSE OSMOSIS WATER RETURN BELOW

FINISH SLAB

FIRE PROTECTION

GAS (NATURAL)

GAS (LIQUID PETROLEUM)

ACID RESISTANT

VENT ACID RESISTANT WASTE

ACID RESISTANT WASTE BELOW FINISH SLAB

RAIN CONDUCTOR

STORM BELOW FINISH SLAB

OVERFLOW RAIN CONDUCTOR

OVERFLOW RAIN CONDUCTOR BELOW FINISH

SLAB

SANITARY WASTE

SANITARY WASTE BELOW FINISH SLAB

VENT PIPING

VENT PIPING BELOW FINISH SLAB

COMPRESSED AIR

OXYGEN

NITROUS OXIDE

NITROGEN

MEDICAL AIR

VACUUM

DEMOLITION

GATE VALVE

GAS COCK

CHECK VALVE

BALANCE COCK

CIRCUIT SETTER

TWO-WAY CONTROL VALVE

THREE-WAY CONTROL VALVE

GLOBE VALVE

BALL VALVE

OS&Y VALVE

SOLENOID VALVE

EXPANSION VALVE WITH

THERMOSTATIC BULB

PLUG VALVE

BUTTERFLY VALVE

RELIEF VALVE

HOSE & DRAIN END VALVE

PRESSURE RELIEF VALVE

PRESSURE REDUCING VALVE

TRIPLE DUTY VALVE

GAS PRESSURE REGULATOR

STRAINER (BLOW-OFF)

FLOW DIRECTION

PIPING DROP

PIPING RISE

FLOOR CLEANOUT

INLINE PIPING DROP

INLINE PIPING RISE

PIPING TEE

PIPING ELBOW

INLINE CLEANOUT

PLUMBING TRAP

THERMOMETER

CONNECTION

PUMP

UNION

PIPE ANCHOR

PIPE GUIDE

FLOOR DRAIN & FLOOR SINK

BACK FLOW PREVENTER

FLANGE END CONNECTION

WALL HYDRANT & HOSE BIBB

REGULAR & OVERFLOW ROOF DRAIN

PIPE CAP

PIPE BREAK

WATER METER

GAS METER

PRESSURE GAUGE

FIRE HYDRANT

SPRINKLER HEAD (PENDENT)

SPRINKLER HEAD (UPRIGHT)

SPRINKLER HEAD (SIDEWALL)

FIRE DEPARTMENT CONNECTION

PIPING FLEXIBLE CONNECTOR

SIGHT GLASS

PIPE EXPANSION

COMPENSATOR FLOW SENSOR DEVICE

FLOW METER

FLOW SWITCH

PRESSURE SWITCH

SUPERVISORY SWITCH INVERTED

BUCKET TRAP

FLOAT & THERMOSTATIC TRAP

HWR

SWR

TWR

ARV

ARW

ORC

SAN

VAC

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

MUSKEGON CORRECTIONAL

FACILITY

GREENHOUSE

M A

T R

I X

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

A D

A M

L A

C H

E C

T O

S T

A T

E F

A C

A D

R A

D E

N A

N D

C O

N S

T R

U C

N D

MP1

MECHANICAL/PLUMBING

SYMBOLS, NOTES, AND

ABBREVIATES

File details come from the government source that posted it. Updated Apr 17, 2024.