472.26319.SMD PLAN BID SET 08 19 2026.pdf

PDF 9 MB Posted Aug 19, 2026

Attached to: 472/26319. SMD; Handlon C. F. Unit B Conversion
Solicitation number: RFQ 171 260000000443 1
Issued by: Michigan

About this file

Written by GovTribe AI · Aug 20, 2026

This is a construction plan set for the Richard A. Handlon Correctional Facility Housing Unit B Conversion project under the State of Michigan Department of Technology, Management and Budget (DTMB). The project is located at 1728 Bluewater Highway, Ionia, Michigan 48846, in Ionia County. The work involves converting an existing correctional housing unit into multi-purpose spaces including medical facilities, administrative offices, interview rooms, copy rooms, storage areas, and outdoor recreation facilities. The project scope encompasses demolition of existing interior walls and systems, installation of new security-rated interior partitions with woven wire rod mesh screening, mechanical systems including split-system heat pumps and electric duct heaters, plumbing fixtures (lavatories, water closets, and eyewash stations), electrical infrastructure with security-grade receptacles and lighting, site work including concrete paving for recreation areas with basketball courts and picnic areas, metal shelter structures (10'x20' and 14'x30'), and restoration of disturbed areas. The construction documents are dated August 19, 2026, and are presented at the design development (30% preliminary) stage marked "FOR REVIEW ONLY" and "NOT FOR CONSTRUCTION."

The plan set includes comprehensive civil, architectural, mechanical, plumbing, and electrical specifications prepared by Abon Marche Consultants, Inc., with project management by Kyle Guerrant, Acting Director of State Facilities Administration. All work must comply with MDOT 2020 standard specifications, Michigan mechanical code requirements, ASHRAE 90.1-2019 standards, and detention facility security standards including ASTM specifications for security glazing and tamper-resistant hardware. The contractor is responsible for all site layout by registered land surveyor, utility locating by private locator, hydrovac excavation for all trenching, SESC compliance including erosion control measures, and coordination with existing facility operations. The project includes provisions for soil erosion and sedimentation control, grading and drainage management, and restoration of approximately 0.80 acres of disturbed turf areas with permanent seeding and appropriate topsoil replacement.

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PROJECT LOCATION MAP

NOTES:

COUNTY KEY

STATE OF MICHIGAN

RICHARD A. HANDLON CORRECTIONAL FACILITY

HOUSING UNIT B CONVERSION

DTMB FILE #472.26319.SMD

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

KYLE GUERRANT, ACTING DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

INDEX OF SHEETS

SHT NO. CIVIL

C001 COVER SHEET

C100 EXISTING CONDITIONS AND REMOVALS

C200 SITE PLAN

C300 GRADING PLAN

C400 SITE DETAILS

SHT NO. ARCHITECTURAL

D110 DEMOLITION

THE IMPROVEMENTS COVERED BY THESE PLANS ARE DESIGNED IN ACCORDANCE WITH:

1. MDOT 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SUPPLEMENTAL

SPECIFICATIONS.

2. PROJECT BEARINGS AND HORIZONTAL CONTROL ARE RELATED TO THE MICHIGAN STATE

PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (2011

ADJUSTMENT), INTERNATIONAL FEET.

3. ELEVATIONS ARE RELATED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, AS DERIVED

FROM GPS OBSERVATIONS CONNECTED TO THE MICHIGAN CONTINUOUSLY OPERATING

REFERENCE STATION REAL-TIME NETWORK.

4. ALL PROJECT UNITS ARE BASED ON INTERNATIONAL FEET.

A001 NOTES AND SPECIFICATIONS

C401 SITE DETAILS

C500 RESTORATION AND SESC PLAN

C201 SITE PLAN ENLARGEMENTS

A110 NEW WORK

PROJECT AREA

RICHARD A. HANDLON

CORRECTIONAL FACILITY

ADMINISTRATION BUILDING

1728 BLUEWATER HIGHWAY

IONIA MI 48826

BLUEWATER HWY.POTTERS RD.

FORPRICINGONLY

FOR REVIEW

O :\P

R O

-0

N C

F H

O U

G U

B C

O N

N \2

N S\

R .D

W G

U L

K 8.

P M

ORIGINAL SHEET IS 24"x36". USE DIMENSIONS

SHOWN, DO NOT SCALE DRAWINGS.

PROJECT NO:

# ISSUANCE / REVISION DATE

QA / QC:

ISSUE DATE:

PM: QA / QC:

N M

H E

C O

, I

N C

Su rve yin g

En gin ee rin g Ar ch ite ct ure

K al am az oo

M al l Ka la m az oo

, M I 4

ab on m ar ch e.

co m

SCHEMATIC DESIGN

FOR CONSTRUCTION

DESIGN DEVELOPMENT

FOR PERMITTING ONLY

PRELIMINARY

HEB

Y C E

E O

F M

H A

R D

A . H

A N

N C

O R

N A

H O

N G

U N

C O

O N

M I 4

08.19.2026

PHW TRD

26-0968

DESIGN DEVELOPMENT

30%PRELIMINARYVVVNOT FOR CONSTRUCTIONSETXXXXXXXXXX

FOR CONSTRUCTION

C O

S H

C001

UNIT B

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

IONIA COUNTY

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

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AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text M

WATER

SPIGOTS

8" DRYER VENT

AUTO SPKR

ELEC. BOX

WATER VALVE

IN CAGE

WiFi ANTENNA 8"x8" METAL COVER

WATER SPIGOT

VENT

ELECTRIC

BOX

WATER VALVE

IN CAGE

36" DOOR

FF=764.63

WATER

SPIGOT

36" DOOR

FF=765.12

36" DOOR

FF=765.15

36" DOOR

FF=765.12

PAYPHONES

BENCHMARK:

FLANGE BOLT ON HYDRANT

UNDER "C" IN

MICHIGAN

ELEV.=762.43

DATUM (NAVD 88)

36" DOOR

FF=765.12

WATER

SPIGOT

EXERCISE

EQUIPMENT

UNIT F

4X4 WHITE BOX

36" DOOR

FF=765.17

72" DOOR

FF=764.38

CONDUIT

BUILDING

OVERHANG

(TYP.)

4X4 WHITE BOX

763.3

763.7

763.9

764.1

763.4

763.5

763.2

763.3

763.8 764.0

764.1

763.5

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762.5762.5

762.9

763.7 764.0

763.9MH

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763.8 763.8

764.2

764.5

764.2

764.3

764.5

764.4

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762.9

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764.3

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763.0

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764.5

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764.4 764.1

764.0 764.1

763.8

764.0 763.9

763.9

764.1

764.0

763.9

763.3

CONC. PAD

(TYP.)

GRAVEL PATH

CONCRETE SIDEWALK

CONCRETE SIDEW

ALK

CONCRETE

RIBBON

CHAIN LINK

FENCE

OUT OF

BOUNDS

SIGN (TYP.)

ASPHALT PATH

UNIT B

UNIT C

SAN

SAN SAN

SAN

TUNNEL

SAN

REMOVE CONCRETE

WALK

REMOVE CONCRETE

WALK

REMOVE CONCRETE

STOOP

SAWCUT

CONCRETE

SAWCUT

CONCRETE

0 20 40

SCALE IN FEET

20 10

1" = 20'

TIN

C O

TIO

S A

N D

FORPRICINGONLY

FOR REVIEW

O :\P

R O

-0

N C

F H

O U

G U

B C

O N

N \2

N S\

C O

N D

.D W

G C

L W

ORIGINAL SHEET IS 24"x36". USE DIMENSIONS

SHOWN, DO NOT SCALE DRAWINGS.

PROJECT NO:

# ISSUANCE / REVISION DATE

QA / QC:

ISSUE DATE:

PM: QA / QC:

N M

H E

C O

, I

N C

Su rve yin g

En gin ee rin g Ar ch ite ct ure

K al am az oo

M al l Ka la m az oo

, M I 4

ab on m ar ch e.

co m

SCHEMATIC DESIGN

FOR CONSTRUCTION

DESIGN DEVELOPMENT

FOR PERMITTING ONLY

PRELIMINARY

HEB

Y C E

E O

F M

H A

R D

A . H

A N

N C

O R

N A

H O

N G

U N

C O

O N

M I 4

FOR CONSTRUCTION

C100

1. EXISTING UTILITIES SHOWN ARE TAKEN FROM FIELD SURVEY AND

RECORD PLANS PROVIDED BY HANDLON FACILITIES. LOCATION IS

CONSIDERED TO BE APPROXIMATE. NOT ALL UTILITIES ARE SHOWN.

2. EXISTING UTILITIES ARE CONSIDERED PRIVATE AND WILL NOT BE

STAKED BY MISS DIG. CONTRACTOR IS TO INCLUDE IN THEIR BID

LOCATING UTILITIES BY PRIVATE LOCATOR, AND IS RESPONSIBLE

FOR STAKING IN THE FIELD AND MAINTAINING STAKING DURING

CONSTRUCTION.

WOOD OR METAL STAKES ARE NOT PERMITTED FOR UTILITY STAKING.

ALL UTILITIES TO BE MARKED WITH MARKING PAINT.

NOTES:

LEGEND

EXISTING CONCRETE

TO BE REMOVED

ST STORM SEWER PIPE

SAN SANITARY SEWER PIPE

MH MANHOLE

CB CATCH BASIN

HYDRANT

SOIL BORING

8" DRYER VENT

AUTO SPKR

ELEC. BOX

WATER VALVE

IN CAGE

WiFi ANTENNA 8"x8" METAL COVER

WATER SPIGOT

VENT

ELECTRIC

BOX

WATER VALVE

IN CAGE

36" DOOR

FF=764.63

WATER

SPIGOT

36" DOOR

FF=765.12

36" DOOR

FF=765.15

36" DOOR

FF=765.12

PAYPHONES

BENCHMARK:

FLANGE BOLT ON HYDRANT

UNDER "C" IN

MICHIGAN

ELEV.=762.43

DATUM (NAVD 88)

36" DOOR

FF=765.12

WATER

SPIGOT

EXERCISE

EQUIPMENT

UNIT F

4X4 WHITE BOX

36" DOOR

FF=765.17

72" DOOR

FF=764.38

CONDUIT

4X4 WHITE BOX

CONC. PAD

(TYP.)

GRAVEL PATH

GRAVEL PATHCONCRETE SIDEW

ALK

CONCRETE

RIBBON

CHAIN LINK

FENCE

OUT OF

BOUNDS

SIGN (TYP.)

ASPHALT PATH

UNIT B

UNIT C

ST ST ST

SAN

SAN SAN

SAN

TUNNEL

SAN

10' WIDE SWING GATE

(BY OTHERS)

CANTILEVERED GATE

10' OPENING (BY OTHERS)

EMERGENCY GATE - CANTILEVERED

20' OPENING

(ALL GATES BY OTHERS)

12' HIGH `A' FENCE - TYPICAL

(BY OTHERS)

EMERGENCY GATE -

CANTILEVERED

20' OPENING

(BY OTHERS)

8" CONCRETE PAVING

REINF., 3' WIDE

12' HIGH `A' FENCE

- TYPICAL

(FENCE BY OTHERS)

8" CONCRETE PAVING

REINFORCED, 3' WIDE

- TYPICAL

CANTILEVERED GATE

10' OPENING (BY OTHERS)

OFFICER STATION SIZE TO BE DETERMINED

STATION STRUCTURE PROVIDED AND

INSTALLED BY MDOC.

DATA CONNECTIONS BY OTHERS.

CANTILEVERED

GATE

10' OPENING

(GATE BY OTHERS)

PHONE PEDESTAL (6) TOTAL

PHONE AND PEDESTAL AND ALL

CONDUIT AND WIRING PROVIDED AND

INSTALLED BY OTHERS.

BASKETBALL POLE

PROVIDED AND

INSTALLED BY THE

CONTRACTOR.

12' HIGH `A' FENCE - TYPICAL

(FENCE BY OTHERS)

8" CONCRETE PAVING

REINFORCED, 3' WIDE

TYPICAL

8" CONCRETE PAVING

REINFORCED, 3' WIDE

1.5" CONDUIT - ELECTRIC. (ELECTRIC BY OTHERS)

(3) 46" SQUARE TABLES

PROVIDED AND INSTALLED BY THE

CONTRACTOR.

14' x 30' METAL SHELTER

SEE SHEET C401

10' x 20' METAL SHELTER

SEE SHEET C401

WEIGHT STATIONS (4) TOTAL.

PROVIDED BY MDOC

INSTALLED BY THE CONTRACTOR

SURFACE MOUNT

CONCRETE

STOOP

PULL-UP BARS (3) TOTAL

PROVIDED BY MDOC

INSTALLED BY THE CONTRACTOR.

CANTILEVERED

GATE

10' OPENING

(GATE BY OTHERS)

1.5" CONDUIT FOR PHONES BY OTHERS

1.5" CONDUIT-DATA (DATA CABLES BY OTHERS)

6" THICK

CONCRETE

WALK

10' WIDE

6" THICK

CONCRETE WALK

10' WIDE

6" CONCRETE

PAVING

11.5'

PTHP-1 HEATING / COOLING UNIT, PROVIDED

AND INSTALLED BY THE CONTRACTOR. SEE

SHEET A110

VERIFY LOCATION WITH OWNER

(2) 46" SQUARE TABLES

PROVIDED AND INSTALLED BY THE

CONTRACTOR.

8" CONCRETE PAVING

REINFORCED, 3' WIDE BASKETBALL

PAVEMENT MARKINGS

SEE SHEET C201

10.0'

3.0'

10'

3.0'

10'

15.0'

10'

20.0'

40.0'

3.0'

50.0'

47.0'

20.0'

20.5' 20.5'

95.0'

3.0'

26.0'

7.0'

6.0'

15.0'

6.0'

10.0'

20.0'

19.4'

8.2'

20.0'

9.0'

15.6'

6.0'

11.5

14.5'

20.0'

23.7'

24.0'

130.7'

120.4'

57.0'

15.6'

15.0'

14.0'

11.5'

8.8'

20.0'

RESTORE GRAVEL

PATH IN KIND

8" CONCRETE PAVING

REINFORCED, 3' WIDE

- TYPICAL

12' HIGH `A' FENCE - TYPICAL

(BY OTHERS)

0 20 40

SCALE IN FEET

20 10

1" = 20'

FORPRICINGONLY

FOR REVIEW

O :\P

R O

-0

N C

F H

O U

G U

B C

O N

N \2

N S\

.D W

G C

L W

ORIGINAL SHEET IS 24"x36". USE DIMENSIONS

SHOWN, DO NOT SCALE DRAWINGS.

PROJECT NO:

# ISSUANCE / REVISION DATE

QA / QC:

ISSUE DATE:

PM: QA / QC:

N M

H E

C O

, I

N C

Su rve yin g

En gin ee rin g Ar ch ite ct ure

K al am az oo

M al l Ka la m az oo

, M I 4

ab on m ar ch e.

co m

SCHEMATIC DESIGN

FOR CONSTRUCTION

DESIGN DEVELOPMENT

FOR PERMITTING ONLY

PRELIMINARY

HEB

Y C E

E O

F M

H A

R D

A . H

A N

N C

O R

N A

H O

N G

U N

C O

O N

M I 4

FOR CONSTRUCTION

C200

1. CONTRACTOR RESPONSIBLE FOR ALL CONSTRUCTION STAKING AND LAYOUT

BY REGISTERED LAND SURVEYOR.

2. ALL EXCAVATION FOR FOOTINGS, CONDUIT, AND GENERAL TRENCHING IS TO

BE DONE BY HYDROVAC. OPEN TRENCHING BY MECHANICAL MEANS WILL NOT BE

PERMITTED.

3. CONDUIT TO MEET MDOC STANDARDS. SEE SPECIFICATIONS.

CONDUITS FOR ELECTRIC AND DATA TO BURIED AT 24" DEPTH WITH TRACER WIRE.

CONTRACTOR RESPONSIBLE FOR DRILLING THROUGH BUILDING FOUNDATION AS

DIRECTED BY HANDLON FACILITIES. PROVIDE TEMPORARY CAP AT EXPOSED ENDS.

4. CONTRACTOR SHALL OBTAIN ALL LOCAL, STATE AND FEDERAL PERMITS.

5. UTILITY SHUT-OFFS OR RELOCATIONS ARE ONLY TO BE DONE WITH PRIOR

APPROVAL FROM HANDLON FACILITIES AND ARE TO FOLLOW ALL MDOC

PROCEDURES FOR UTILITY SHUT-OFFS.

6. DAMAGE TO EXISTING IMPROVEMENTS RESULTING FROM CONTRACTOR ACTIVITIES

ARE TO BE REPLACED OR REPAIRED AS DIRECTED BY HANDLON FACILITIES

WITHOUT COST TO THE OWNER.

7. IN THE EVENT THE CONTRACTOR DISCOVERS A DISCREPANCY IN THE CONTRACT

DOCUMENTS OR A POSSIBLE CONFLICT, THE CONTRACTOR IS TO NOTIFY THE PSC

IMMEDIATELY FOR CLARIFICATION AND RESOLUTION BEFORE PROCEEDING WITH

THE WORK IN QUESTION.

NOTES:

LEGEND

6" CONCRETE PAVING

TYPE `A' FENCE ( BY OTHERS)

8-12-2026

8" DRYER VENT

WiFi ANTENNA

8"x8" METAL COVER

4X4 WHITE BOX

36" DOOR

FF=765.17

72" DOOR

FF=764.38

CONDUIT

CONCRETE

RIBBON

CHAIN LINK

FENCE

ST ST ST

SAN

OFFICER STATION SIZE TO BE DETERMINED

STATION STRUCTURE PROVIDED AND INSTALLED BY MDOC.

DATA CONNECTIONS BY OTHERS.

PHONE PEDESTAL (6) TOTAL

PHONE AND PEDESTAL AND ALL

CONDUIT AND WIRING PROVIDED AND

INSTALLED BY OTHERS.

BASKETBALL POLE

PROVIDED AND

INSTALLED BY THE

CONTRACTOR.

8" CONCRETE PAVING

REINFORCED, 3' WIDE

(3) 46" SQUARE TABLES

PROVIDED AND INSTALLED BY THE

CONTRACTOR.

14' x 30' METAL SHELTER

SEE SHEET C401

10' x 20' METAL SHELTER

SEE SHEET C401

WEIGHT STATIONS (4) TOTAL.

PROVIDED BY MDOC

INSTALLED BY THE CONTRACTOR

SURFACE MOUNT

CONCRETE

STOOP

PULL-UP BARS (3) TOTAL

PROVIDED BY MDOC

INSTALLED BY THE CONTRACTOR.

11.5'

PTHP-1 HEATING / COOLING UNIT, PROVIDED

AND INSTALLED BY THE CONTRACTOR. SEE

SHEET A110

VERIFY LOCATION WITH OWNER

(2) 46" SQUARE TABLES

PROVIDED AND INSTALLED BY THE

CONTRACTOR.

8" CONCRETE PAVING

REINFORCED, 3' WIDE

R2 1.0

4.0'

R6 .0'

4.0'

R6 .0'

15.0'

25.0'6'

3.0'

4.4' 10.5'

14.0'

10.5' 4.5'

12.0'

10.0'

PAVEMENT MARKINGS

19.7'

15.0'

12.0' 15.0'

6.5' 6.5'

3.5'

3.5' 10'

20.0'

3.0'

50.0'

47.0'

20.0'

95.0'

3.0'

26.0'

7.0'

6.0'

15.0'

6.0'

20.0'

15.6'

6.0'

11.5

14.5'

23.7'

24.0'

130.7'

120.4'

57.0'

15.6'

15.0'

14.0'

11.5'

8.8'

5.0' 5.0'

5.0'

25.0'

20.0'

5.0'

30.0'

20.0' 0 10 20

SCALE IN FEET

510 1010 5

1" = 10'

FORPRICINGONLY

FOR REVIEW

O :\P

R O

-0

N C

F H

O U

G U

B C

O N

N \2

N S\

.D W

G C

L W

ORIGINAL SHEET IS 24"x36". USE DIMENSIONS

SHOWN, DO NOT SCALE DRAWINGS.

PROJECT NO:

# ISSUANCE / REVISION DATE

QA / QC:

ISSUE DATE:

PM: QA / QC:

N M

H E

C O

, I

N C

Su rve yin g

En gin ee rin g Ar ch ite ct ure

K al am az oo

M al l Ka la m az oo

, M I 4

ab on m ar ch e.

co m

SCHEMATIC DESIGN

FOR CONSTRUCTION

DESIGN DEVELOPMENT

FOR PERMITTING ONLY

PRELIMINARY

HEB

Y C E

E O

F M

H A

R D

A . H

A N

N C

O R

N A

H O

N G

U N

C O

O N

M I 4

FOR CONSTRUCTION

N E

R G

C201

8" DRYER VENT

AUTO SPKR

ELEC. BOX

WATER VALVE

IN CAGE

WiFi ANTENNA 8"x8" METAL COVER

WATER SPIGOT

VENT

ELECTRIC

BOX

WATER VALVE

IN CAGE

36" DOOR

FF=764.63

WATER

SPIGOT

36" DOOR

FF=765.12

36" DOOR

FF=765.15

36" DOOR

FF=765.12

PAYPHONES

BENCHMARK:

FLANGE BOLT ON HYDRANT

UNDER "C" IN

MICHIGAN

ELEV.=762.43

DATUM (NAVD 88)

36" DOOR

FF=765.12

WATER

SPIGOT

EXERCISE

EQUIPMENT

UNIT F

4X4 WHITE BOX

36" DOOR

FF=765.17

72" DOOR

FF=764.38

CONDUIT

4X4 WHITE BOX

763.3

763.7

763.9

764.1

763.4

763.5

763.2

763.3

763.8 764.0

764.1

763.5

763.3

763.2

763.5

763.8

763.7

762.5762.5

762.9

763.7 764.0

763.9MH

762.8

762.4

762.6

763.2

763.8 763.8

764.2

764.5

764.2

764.3

764.5

764.4

764.1

764.4

764.3

762.9

763.2

763.3

763.6

764.4

764.5

764.8

764.2

765.1

765.5

765.3

763.9

762.8

762.0

762.1

762.2

761.8

761.9

762.4

763.6

764.8

765.6

764.9

764.4

764.3 764.4

764.2

764.5 764.5 764.4

764.4 764.4

764.3

763.7 763.2

763.3

763.4

764.2

763.0

762.5

762.6

763.1

763.8 763.6

764.0

764.4

764.6

764.5

764.2

764.1

763.7

763.2

762.8 762.5

762.2

762.3

761.8

761.5

761.9

762.1

762.4

764.5

764.2

764.2 764.2

764.4 764.1

764.0 764.1

763.8

764.0 763.9

763.9

764.1

764.0

763.9

763.3

CONC. PAD

(TYP.)

GRAVEL PATH

GRAVEL PATHCONCRETE SIDEW

ALK

CONCRETE

RIBBON

CHAIN LINK

FENCE

OUT OF

BOUNDS

SIGN (TYP.)

ASPHALT PATH

UNIT B

UNIT C

ST ST ST

SAN

SAN SAN

SAN

TUNNEL

SAN

EX CB

RIM=761.80

762.25

RIM:764.3

RIM:763.7

764.0

763.7763.8

763.6 763.5

762.3

761.2

761.1

764.5

762.8

762.0

764.2

764.1

763.8 764.0

762.6

762.5

762.4

762.3

765.5

763.8

763.3

763.0

RIM:764.3

P:763.10

P:763.84 P:763.82

P:763.79 P:763.15

P:763.46 P:763.50

P:763.23 P:763.28

P:762.90 P:762.83

P:762.63 P:762.67

P:762.56 P:762.50

RIM:763.3

P:764.10

P:764.24

764.5 P:764.30

P:764.27

P:764.25

P:764.20

P:764.24 P:764.21

P:764.11

P:764.06 P:764.40

RIM:764.1

764.2

762.0

765.5

P:763.91 P:763.86

P:764.10

P:763.59

P:763.64

P:763.22

P:762.94

P:763.12

P:762.87

P:763.04

P:763.40 P:763.37

P:763.72

P:763.49

P:763.87

1.1

764.5

P:762.95

P:762.91

1.5%

1.3%

1.7%

P:763.41

1.1%

1.8%

764.1

764.0 1.

TS:765.07

BS:764.56

TS:764.57

P:763.72

BS:764.04

P:764.10

P:764.00

1.5%

P:763.75

P:763.49 P:763.44

P:762.69 P:762.65

2.3%

3.4%

1.4%

P:763.70

P:763.85

P:762.99 P:763.06

1.0%

P:763.76

1.3

P:763.03

P:762.91 P:762.75 P:762.71

RIM:763.85

2.7%

761.9

P:763.87

P:763.30

P:763.54

0 20 40

SCALE IN FEET

20 10

1" = 20'

FORPRICINGONLY

FOR REVIEW

O :\P

R O

-0

N C

F H

O U

G U

B C

O N

N \2

N S\

W G

U L

K 8.

P M

ORIGINAL SHEET IS 24"x36". USE DIMENSIONS

SHOWN, DO NOT SCALE DRAWINGS.

PROJECT NO:

# ISSUANCE / REVISION DATE

QA / QC:

ISSUE DATE:

PM: QA / QC:

N M

H E

C O

, I

N C

Su rve yin g

En gin ee rin g Ar ch ite ct ure

K al am az oo

M al l Ka la m az oo

, M I 4

ab on m ar ch e.

co m

SCHEMATIC DESIGN

FOR CONSTRUCTION

DESIGN DEVELOPMENT

FOR PERMITTING ONLY

PRELIMINARY

HEB

Y C E

E O

F M

H A

R D

A . H

A N

N C

O R

N A

H O

N G

U N

C O

O N

M I 4

FOR CONSTRUCTION

G R

A D

C300

LEGEND

762.40 EXISTING ELEVATION

P:762.00 PROPOSED PAVEMENT ELEV.

DIRECTION OF SLOPE

FORPRICINGONLY

FOR REVIEW

O :\P

R O

-0

N C

F H

O U

G U

B C

O N

N \2

N S\

W G

U L

K 8.

P M

ORIGINAL SHEET IS 24"x36". USE DIMENSIONS

SHOWN, DO NOT SCALE DRAWINGS.

PROJECT NO:

# ISSUANCE / REVISION DATE

QA / QC:

ISSUE DATE:

PM: QA / QC:

N M

H E

C O

, I

N C

Su rve yin g

En gin ee rin g Ar ch ite ct ure

K al am az oo

M al l Ka la m az oo

, M I 4

ab on m ar ch e.

co m

SCHEMATIC DESIGN

FOR CONSTRUCTION

DESIGN DEVELOPMENT

FOR PERMITTING ONLY

PRELIMINARY

HEB

Y C E

E O

F M

H A

R D

A . H

A N

N C

O R

N A

H O

N G

U N

C O

O N

M I 4

FOR CONSTRUCTION

C400

CONCRETE PAVING DETAIL

NOT TO SCALE

VARIES

SLOPE

AS SHOWN ON PLAN

6" CONCRETE

6" MDOT 21AA NATURAL

AGGREGATE COMPACTED TO

95% MAXIMUM DRY DENSITY

NOTE:

PROVIDE CONTRACTION JOINTS

10' O.C., 1.5" DEPTH.

1/2" EXPANSION JOINTS 50' O.C.

AND WHERE NEW CONCRETE

ADJOINS BUILDING AND

EXISTING CONCRETE PAVING

12" SAND SUBBASE, MIN.

COMPACTED TO 95%

MAXIMUM DRY DENSITY

SUBGRADE COMPACTED TO 95%

MAXIMUM DRY DENSITY.

ALL FILL REQUIRED TO MAKE

FINISHED GRADES TO BE MDOT

CLASS II FILL.

NOT TO SCALE

PICNIC TABLE

INSTALLATION DETAIL

CONCRETE PAVING

FINISHED GRADE

CONCRETE FOOTING

4" MIN MDOT 21AA

AGGREGATE,

COMPACTED

NOT TO SCALE

PULL-UP BARS

INSTALLATION DETAIL

EQUIPMENT

PROVIDED BY MDOC,

INSTALLED BY THE

CONTRACTOR.

CONCRETE PAVING

FINISHED GRADE

CONCRETE FOOTING

4" MIN MDOT 21AA

AGGREGATE,

COMPACTED

PICNIC TABLE

PROVIDED AND

INSTALLED BY THE

CONTRACTOR.

SEE SPECIFICATIONS

NOTE:

INSTALL TABLE ACCORDING TO

MANUFACTURER'S SPECIFICATIONS

1/2" WIDE FIBER EXPANSION JOINT8" CONCRETE REINF.

FENCE POST

(BY OTHERS)

4" MIN MDOT 21AA

AGGREGATE,

COMPACTED

CONCRETE STOOP DETAIL

NOT TO SCALE

FINISHED FLOOR.

SEE SHT C300

BUILDING

1/2" WIDE EXPANSION JOINT

RISER HEIGHT

4" MIN., 7" MAX

SEE GRADE PLAN

1% SLOPE MIN,

1.5% MAX

#3 RE-BAR

CONTINUOUS

KEYED JOINT

No. 4 RE-BAR

12" O.C. EACH

WAY

No. 4 RE-BAR

12" O.C. EACH

WAY

6" MDOT 21AA

NATURAL AGG.

COMPACTED TO 95%

MAXIMUM DRY

DENSITY

No. 4 RE-BAR

DOWEL, 18" LONG,

16" O.C.

1/2" WIDE EXPANSION JOINT

CONCRETE PAVING

SUBGRADE COMPACTED TO 95%

MAXIMUM DRY DENSITY.

ALL FILL REQUIRED TO MAKE

FINISHED GRADES TO BE MDOT

CLASS II FILL.

16"

3' -6

7' -6

16"

6" 6"

3' -6

5'-0"

IN12"

1'-0"

5'-0"

3' -0

1' -0

1.5" CONDUIT WHERE

SHOWN ON PLAN

3'-0"

BASKETBALL POLE DETAIL

NOT TO SCALE

FINISHED GRADE

1.5%

8" MDOT 21AA

NATURAL AGGREGATE

COMPACTED TO 95%

MAXIMUM DRY

DENSITY

FENCE POST

FOOTING

(BY OTHERS)

(2) No. 4 RE-BAR, CONT.

2'-0"

4' -0

'-0

6'-0"

CONCRETE PAVING

FINISHED GRADE

CONCRETE FOOTING

(4) No. 4 RE-BAR

NOTE:

INSTALL POLE, BACKBOARD AND

GOAL ACCORDING TO

MANUFACTURER'S SPECIFICATIONS

4" MIN MDOT 21AA

AGGREGATE,

COMPACTED

COMPACTED SUBGRADE

SURFACE MOUNT DETAIL - TYPICAL

NOT TO SCALE

6" CONCRETE

PAVING

4" M

ANCHOR BOLT - SIZE AS

SPECIFIED BY MANUFACTURER

CONCRETE

EPOXY

6 5/8" O.D. SCH 40

GALV. STEEL POLE

12"

FORPRICINGONLY

FOR REVIEW

O :\P

R O

-0

N C

F H

O U

G U

B C

O N

N \2

N S\

W G

U L

K 8.

P M

ORIGINAL SHEET IS 24"x36". USE DIMENSIONS

SHOWN, DO NOT SCALE DRAWINGS.

PROJECT NO:

# ISSUANCE / REVISION DATE

QA / QC:

ISSUE DATE:

PM: QA / QC:

N M

H E

C O

, I

N C

Su rve yin g

En gin ee rin g Ar ch ite ct ure

K al am az oo

M al l Ka la m az oo

, M I 4

ab on m ar ch e.

co m

SCHEMATIC DESIGN

FOR CONSTRUCTION

DESIGN DEVELOPMENT

FOR PERMITTING ONLY

PRELIMINARY

HEB

Y C E

E O

F M

H A

R D

A . H

A N

N C

O R

N A

H O

N G

U N

C O

O N

M I 4

FOR CONSTRUCTION

C401

'-0

20'-0"

10' x 20' SHELTER DETAIL

NOT TO SCALE

FOR BIDDING ONLY

NOT FOR CONSTRUCTION

FINAL ENGINEERED AND

SEALED STRUCTURE

DRAWINGS FROM THE

MANUFACTURER TO BE

PROVIDED BY THE

CONTRACTOR.

1. STRUCTURE

- ROOF : METAL, MULTI-RIB, 24 GAUGE, KYNAR 500 FINISH, GABLED 4/12 SLOPE. MODIFIED EAVE HEIGHT 12'.

- POST AND FRAME : 6" SQUARE POSTS WITH BASE PLATE COVER, POWDER COAT OVER GALVANIZED.

2. STRUCTURE TO BE PURCHASED BY THE CONTRACTOR. FINAL ENGINEERED STRUCTURE DRAWINGS, INCLUDING FOOTING DESIGN, SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF MICHIGAN

TO BE PROVIDED BY THE MANUFACTURER.

CONTRACTOR TO COORDINATE WITH OWNER AND THE MANUFACTURER

FOR DELIVERY. DELIVERY TO THE SITE TO BE PROVIDED BY THE MANUFACTURER.

CONTRACTOR TO PROVIDE ALL MATERIALS AND WORKMANSHIP TO INSTALL STRUCTURE, AND FOUNDATIONS.

3. COLORS AND FINISHES TO BE MANUFACTURER STANDARD FINISHES, COLOR OF FRAME AND ROOF

CHOSEN BY THE OWNER.

4. APPROVED MANUFACTURERS

A) POLIGON

4240 136TH AVENUE, HOLLAND MI 49424 www.poligon.com 616-888-3500 REPRESENTATIVE CONTACT: CARL PIETILA Ph: 517-672-8027 email:Carl@penchura.com

B) ICON SHELTER SYSTEMS

1455 LINCOLN AVENUE, HOLLAND MI 49423 www.iconshelters.com 800-748-0985 REPRESENTATIVE CONTACT: TARA ORLOWSKI Ph. 616-890-4371 email: tara@webuildfun.com

NOTES:

FOR REFERENCE ONLY:

1. ANCHOR BOLT LAYOUT IS A FUNCTION OF THE SPECIFIC ENGINEERING REQUIREMENTS.

FINAL ANCHOR BOLT LAYOUT AND DETAILS TO BE PROVIDED BY THE MANUFACTURER.

14' x 30' SHELTER DETAIL

NOT TO SCALE

30'-0"

'-0

STEEL STRUCTURE POST

SIDEWALK, CONC, 6"

ANCHOR BOLTS PER

MANUFACTURERS SPECIFICATIONS

(APPROX. 12" DIA. THREADED

ROD W/ WELDED HEAVY HEX

NUTS (ASTM F1554 GR.55)

W/ 10" MIN EMBEDMENT

COMPACTED

SUBGRADE

BACKFILL WITH MDOT

CLASS II SAND, COMPACTED

PROVIDE (3) #4 TIES SPACED @ 8" O.C. (FIRST (2)

TIES SPACED AT 3" O.C.) AS SHOWN

FOR REFERENCE ONLY:FOR REFERENCE ONLY:

FINISHED GRADE

MOUNTING VARIES BASED ON

ENGINEERING REQUIREMENTS

4'-0"

CONCRETE FOOTING

NOT FOR CONSTRUCTION

NOT TO SCALE

FOR REFERENCE ONLY:

FINAL, SEALED STRUCTURE ENGINEERED

DRAWINGS, INCLUDING FOOTING DESIGN, TO

BE PROVIDED BY THE MANUFACTURER.

UNIT F

UNIT B

UNIT C

8 33

0 20 40

SCALE IN FEET

20 10

1" = 20'

FORPRICINGONLY

FOR REVIEW

O :\P

R O

-0

N C

F H

O U

G U

B C

O N

N \2

N S\

C P

.D W

G C

L W

ORIGINAL SHEET IS 24"x36". USE DIMENSIONS

SHOWN, DO NOT SCALE DRAWINGS.

PROJECT NO:

# ISSUANCE / REVISION DATE

QA / QC:

ISSUE DATE:

PM: QA / QC:

N M

H E

C O

, I

N C

Su rve yin g

En gin ee rin g Ar ch ite ct ure

K al am az oo

M al l Ka la m az oo

, M I 4

ab on m ar ch e.

co m

SCHEMATIC DESIGN

FOR CONSTRUCTION

DESIGN DEVELOPMENT

FOR PERMITTING ONLY

PRELIMINARY

HEB

Y C E

E O

F M

H A

R D

A . H

A N

N C

O R

N A

H O

N G

U N

C O

O N

M I 4

FOR CONSTRUCTION

O N

A N

D S

C500

APPLICABLE SOIL EROSION AND

SEDIMENTATION CONTROL MEASURES

MICHIGAN D.T.M.B. 2019

EROSION CONTROLS

(S KEYS)

KEY DESCRIPTION

PERMANENT SEEDING (HYDROSEEDING)

COIR LOGS

MULCH BLANKETS

INLET PROTECTION SEDIMENT TRAP

SEDIMENT FILTER SOCK

PAVING

SESC NOTES:

1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND

SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL

EROSION AND SEDIMENTATION CONTROL 1994 PA 451, PART 91, AS

AMENDED, MCL 324.9101 ET SEQ.).

2. ALL EARTH CHANGES OF ONE ACRE OR WITHIN 500 FEET OF A BODY

OF WATER OF THE STATE REQUIRE A SESC PERMIT. IF A SESC PERMIT

IS REQUIRED THE PROFESSIONAL SERVICES CONTRACTOR (DESIGN

CONSULTANT) SHALL PREPARE AN SESC PLAN. THE SESC PLAN SHALL

ADDRESS BOTH WIND AND WATER EROSION AND SEDIMENTATIO

3. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND

SEDIMENTATION CONTROL MEASURES AS REQUIRED BY THE

PROJECT’S SESC PLAN, SESC IMPLEMENTATION PLAN, DTMB’S SOIL

EROSION AND SEDIMENTATION CONTROL GUIDEBOOK , DATED

FEBRUARY 2005, AND AS DIRECTED BY THE PROFESSIONAL SERVICES

CONTRACTOR, DTMB SESC INSPECTOR, AND/OR DTMB PROJECT

DIRECTOR. THE DTMB SESC INSPECTOR SHALL INSPECT THE SITE

WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.

4. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND

SEDIMENTATION CONTROL MEASURES PRIOR TO OR UPON

COMMENCEMENT TO EARTHWORK ACTIVITIES.

5. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE

ANY SEDIMENT TRACKED OUTSIDE OF THE PROJECT AREA.

FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS.

6. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED

ON SITE CONDITIONS.

7. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION

MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES.

8. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES

THROUGHOUT THE COURSE OF THE PROJECT. RECOMMEND

INSPECTING AND MAINTAINING EROSION AND SEDIMENTATION

CONTROLS ON A DAILY BASIS. AT A MINIMUM, THE CONTRACTOR

SHALL INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND

AFTER RAIN EVENTS.

9. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC

MEASURES WITHIN 24 HOURS IF WATERS OF THE STATE ARE BEING

IMPACTED OR WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS.

OTHER SESC MAINTENANCE SHALL BE COMPLETED AS SOON AS

POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER DETECTION.

10. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION

CONTROL MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5

CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE

HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN

TEMPORARY CONTROL MEASURES UNTIL PERMANENT SOIL EROSION

CONTROL MEASURES ARE IN PLACE AND THE AREA IS STABILIZED.

11. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL

MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN

PLACE AND THE AREA IS STABILIZED. CARE SHALL BE TAKEN DURING

REMOVAL TO PREVENT SOIL EROSION AND SEDIMENTATION.

TOTAL AREA OF

DISTURBANCE

QUANTITY (ACRES)

0.80

1. SEEDING LIMITS SHOWN ARE APPROXIMATE. ALL DISTURBED TURF

AREAS RESULTING FROM CONSTRUCTION, INCLUDING STAGING AND

VEHICULAR ACCESS, TO HAVE MINIMUM 4" TOPSOIL AND FINE GRADED

TO RESTORE TO PROPOSED FINISHED GRADE OR EXISTING GRADES

WHERE NOTED ON THE GRADE PLAN.

IF RE-SPREADING OF ONSITE TOPSOIL DOES NOT PROVIDE QUANTITIES

REQUIRED, REMAINING TOPSOIL IS REQUIRED TO BE IMPORTED.

2. SEED AND MULCH ALL AREAS ACCORDING TO SPECIFICATIONS.

RESTORATION NOTES:

LEGEND

EROSION BLANKET

AutoCAD SHX Text

SECTION 230500 - COMMON WORK RESULTS FOR HVAC

INSTALL SLEEVES FOR PIPING PASSING THROUGH PENETRATIONS IN FLOORS, PARTITIONS, ROOFS, AND WALLS.

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

CONFORM TO ASME B31.9, ASTM F708.

METAL PIPE-HANGER INSTALLATION: COMPLY WITH MSS SP-69 AND MSS SP-89. INSTALL HANGERS, SUPPORTS, CLAMPS AND

ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM THE BUILDING STRUCTURE.

INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY ATTACHMENTS, INSERTS, BOLTS, RODS, NUTS, WASHERS, AND

OTHER ACCESSORIES.

INSTALL IN ACCORDANCE WITH ASME B31.1, ASME B31.5, ASME 31.9.

INSTALL HANGERS WITH MINIMUM ½ INCH SPACE BETWEEN FINISHED COVERING AND ADJACENT WORK.

PLACE HANGERS WITHIN 12 INCHES OF EACH HORIZONTAL ELBOW.

USE HANGERS WITH 1-1/2 INCH MINIMUM VERTICAL ADJUSTMENT.

PIPE HANGER SPACING SHALL BE PER CODE REQUIREMENTS.

SECTION 230548.13 - VIBRATION CONTROLS FOR HVAC PIPING AND EQUIPMENT

PROVIDE VIBRATION-CONTROL DEVICES FOR SYSTEMS AND EQUIPMENT WERE INDICATED IN EQUIPMENT SCHEDULES, DRAWINGS, OR WHERE THE SPECIFICATIONS INDICATE THEY ARE TO BE INSTALLED ON SPECIFIC EQUIPMENT AND SYSTEMS.

SECTION 230553 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

PROVIDE EQUIPMENT LABELS FOR EACH PIECE OF SCHEDULED EQUIPMENT, UNIT NAME SHALL MATCH EQUIPMENT MARK ON SCHEDULE. EQUIPMENT TAG SHALL BE PLASTIC, OR METAL FASTENED WITH RIVETS, SELF-TAPPING SCREWS OR CONTACT TYPE

PERMANENT ADHESIVE, COMPATIBLE WITH LABEL AND SUBSTRATE.

SECTION 230593 - TESTING, ADJUSTING AND BALANCING FOR HVAC

ASHRAE/IES 90.1-2019 COMPLIANCE: APPLICABLE REQUIREMENTS IN AWSHRAE/IES 90.1-2019 SECTION 6.7.2.3 - "SYSTEM

BALANCING"

TAB SPECIALISTS QUALIFICATIONS: CERTIFIED BY AABC.

TEST AND BALANCE AIR DISTRIBUTION SYSTEM WITHIN 10% OF CFM SHOWN ON PLAN.

SECTION 230713 – HVAC INSULATION

PROVIDE INSULATION TO MEET ASHRAE 90.1-2019.

INSULATION INSTALLED INDOORS: FLAME-SPREAD INDEX OF 25 OR LESS, AND SMOKE-DEVOLOPED INDEX OF 50 OR LESS.

OUTSIDE AIR INTAKE DUCTS: GLASS FIBER BLANKET 3" THICKNESS AND 0.75 LB/FT NOMINAL DENSITY IN ACCORDANCE WITH ASTM C411. COMPLY WITH ASTM C553, TYPE II, AND ASTM C1290, TYPE III WITH FACTORY-APPLIED FSK JACKET.

INSTALL DUCT INSULATION WITH TIGHT OVERLAPPING SEAMS AND END JOINTS. COVER JOINTS AND SEAMS WITH TAPE. APPLY

ADHESIVES, MASTICS, AND SEALANTS AT MANUFACTURERS RECOMMENDATIONS.

MAKE ALL ROOF AND EXTERIOR WALL OPENINGS WATER TIGHT. IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR

TO COORDINATE ALL EQUIPMENT OPENINGS WITH THE GENERAL CONTRACTOR.

KEEP INSULATION MATERIALS DRY DURING APPLICATION AND FINISHING.

APPLY ADHESIVES, MASTICS, AND SEALANTS AT MANUFACTURERS RECOMMENDATIONS.

SECTION 232113 – HVAC PIPING

INSTALL REFRIGERANT PIPING ACCORDING TO ASHRAE 15 AND MANUFACTURERS REQUIREMENTS.

REFRIGERANT PIPING: COPPER TUBE: ASTM B 280, TYPE ACR. WROUGHT-COPPER FITTINGS, BRAZED-JOINT: ASME B16.50.

BRAZING FILLER METALS: AWS A5.8/A5.8M.

CHARGE AND ADJUST REFRIGERANT PIPING SYSTEM PER MANUFACTURES REQUIREMENTS.

SECTION 2232300 – DUCTS

INSTALL ALL DUCTWORK PER SMACNA STANDARDS. USING METAL DUCT ADEQUATELY SUPPORTED TO AVOID DEFLECTION.

GALVANIZED STEEL DUCTS: ASTM A653/A653M GALVANIZED STEEL SHEET, LOCK-FORMING QUALITY, HAVING G60 ZINC COATING

OF IN CONFORMANCE WITH ASTM A90/A90M.

FASTENERS: RIVETS, BOLTS, OR SHEET METAL SCREWS.

HANGER ROD: ASTM A36/A36M; STEEL, GALVANIZED; THREADED BOTH ENDS, THREADED ONE END, OR CONTINUOUSLY

THREADED.

PROVIDE ALL NECESSARY DUCT FITTINGS AND TRANSITIONS FOR A COMPLETE SYSTEM.

PERFORM A DUCT LEAKAGE TEST TO COMPLY WITH SMACNA STANDARDS. TEST FOR LEAKS BEFORE APPLYING INSULATION.

DIVISON 23 - HEATING, VENTILATING AND AIR CONDITIONING (HVAC) SPECIFICATIONS

ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, AND

LAWS.

ARRANGE AND PAY FOR ALL PERMITS AND INSPECTIONS AS REQUIRED.

MAKE ARRANGEMENTS WITH AND PAY ALL CHARGES REQUIRED BY UTILITY COMPANIES FOR GAS, WATER, AND SEWER SERVICES.

COORDINATE INTERUPTIONS TO EXISTING UTILITIES AND EQUIPMENT WITH GENERAL CONTRACTOR AND BUILDING OWNER.

ALL WORK SHALL BE PERFORMED TO FACILITATE EXPEDITIOUS PROGRESS ON THE WHOLE PROJECT. COORDINATE WORK WITH

OTHER TRADES TO MINIMIZE AND RESOLVE POTENTIAL CONFLICTS.

COMPLETED SYSTEM SHALL BE TESTED, BALANCED, AND GUARANTEED.

THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR SHALL PROVIDE FITTINGS, OFFSETS, ETC.., AS NECESSARY TO

PROPERLY COMPLETE THE INSTALLATION OF THE SYSTEMS.

IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY DETAIL OF CONSTRUCTION. CONTRACTOR SHALL FURNISH AND INSTALL ALL

ITEMS NECESSARY FOR A COMPLETE CODE COMPLYING MECHANICAL AND PLUMBING SYSTEM.

PROVIDE APPROPRIATE FIRE STOPPING MATERIALS WHERE FIRE RATED ASSEMBLIES ARE PENETRATED.

MATERIALS EXPOSED WITHIN A PLENUM SHALL BE NONCOMUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTEM E84. EXISTING AND NEW PVC PIPING WILL REQUIRE 1/2 INCH MINERAL FIBER INSULATION WITH VAPOR RETARDER FACING THAT MEETS ASTM E84.

CONTROLS: MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL CONDUIT AND WIRING FOR LOW VOLTAGE AND LINE

VOLTAGE REQUIREMENTS FOR PROPER FUNCTION AND COMMUNICATION OF EQUIPMENT.

WORK SHALL BE DONE COMPLETE IN ALL RESPECTS, INCLUDING THE FOLLOWING ITEMS BRIEFLY MENTIONED AND ALL OTHER ITEMS WHICH ARE INDICATED, SPECIFIED OR NECESSARY FOR A COMPLETE AND SATISFACTORY MECHANICAL AND PLUMBING SYSTEM.

FINAL LOCATION OF ALL CEILING FEATURES TO BE LOCATED PER REFLECTED CEILING PLAN.

ALL WORK AND MATERIALS SHALL BE GUARANTEED IN WRITING FOR ONE YEAR FROM PROJECT COMPLETION.

PROVIDE SHOP DRAWINGS FOR APPROVAL OF ALL SCHEDULED AND LISTED EQUIPMENT. SHOP DRAWINGS ARE TO BE SUBMITTED PER

SPECIFICATION SECTION.

MODEL NUMBERS LISTED ON DRAWINGS ARE BASED ON MANUFACTURERS LISTED. THE CONTRACTOR MAY AT HIS OPTION PROVIDE AN "OR EQUAL" MANUFACTURED PRODUCT. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL COST ADDITIONS REQUIRED TO THE

SYSTEM SHOULD AN "OR EQUAL" MANUFACTURER BE SELECTED.

COORDINATE THE INSTALLATION OF THE WORK WITH ALL OTHER TRADES BEFORE INSTALLATION TO ELIMINATE CONFLICTS OVER

AVAILABLE SPACE.

ARRANGE WITH OTHER TRADES FOR THE PROVISION OF ALL CHASES, SLOTS, AND OPENINGS NECESSARY FOR THE PROPER

INSTALLATION OF THE MECHANICAL AND PLUMBING WORK.

COORDINATE THE INSTALLATION OF ALL REQUIRED SUPPORTING DEVICES.

WHERE ELECTRICAL CONNECTIONS ARE REQUIRED, CONFIRM REQUIREMENTS WITH PROJECT ELECTRICAL CONTRACTOR BEFORE

ITEM IS ORDERED.

WHERE STARTERS, DISCONNECTS, ETC. ARE NOT SPECIFICALLY INDICATED ON THE ELECTRICAL DRAWINGS, THEY ARE TO BE

PROVIDED BY THE MECHANICAL CONTRACTOR.

MAINTAIN A "CLEAN" SET OF PROJECT DRAWINGS FOR THE SOLE PURPOSE OF RECORDING DEVIATIONS FROM THE DESIGN. THIS SET OF DRAWINGS SHALL BE MAINTAINED WITH ALL MODIFICATIONS MARKED-UP AS WORK PROGRESSES. DRAWINGS TO BE TURNED OVER

TO THE OWNER FOR FUTURE REFERENCE.

ALL OPENINGS IN PIPING AND DUCT WORK SYSTEMS SHALL BE PROTECTED DURING CONSTRUCTION TO PREVENT THE ENTRANCE OF

FOREIGN MATERIALS.

ALL SYSTEMS FABRICATED ON SITE SHALL BE TESTED BY THE CONTRACTOR; TESTING SHALL INCLUDE THE PROVISION OF ALL

NECESSARY EQUIPMENT, LABOR, AND FLUIDS.

WHEN CONNECTIONS TO SITE SERVICES ARE REQUIRED CONFIRM LOCATIONS AND ELEVATION OF SAME PRIOR TO PROCEEDING WITH

THE LAYOUT OF BUILDING SYSTEM.

FLUSH AND TEST SYSTEM FOR LEAKS. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR PROPER LEAK-FREE OPERATION OF SYSTEM.

SOLDER JOINTS WITH LEAD-FREE SOLDER.

GENERAL CONTRACTOR SPECIFICATIONS

MECHANICAL

ASHRAE 170 REQUIREMENTS FOR MEDICAL ROOM:

CLASSIFICATION: TREATMENT ROOM

AREA: 217 SF

CEILING HEIGHT: 8'-0"

PRESSURE RELATIONSHIP: NOT REQUIRED

MINIMUM OA ACH: 2 ACH

MINUMUM TOTAL ACH: 6 ACH

DESIGN RH AND TEMPERTURE: 20-60% RH AND 70-75°F

OA REQUIRED: CFM = (ACH*VOLUME)/60 = (2/(217*8))/60 = 58 CFM REQUIRED

TOTAL AIR REQUIRED: CFM = (ACH*VOLUME)/60 = (6/(217*8))/60 = 174 CFM REQUIRED

OA PROVIDED: 70 CFM

TOTAL AIR PROVIDED 215 CFM MINIMUM

2021 MICHIGAN MECHANICAL CODE VENTILATION REQUIREMENTS FOR GUARD SHACK:

CLASSIFICATION: GUARD STATION

AREA: 36 SF

OCCUPANT DENSITY: 15 PEOPLE / 1000 SF

Pz: (15/1000)*36 = 0.54 ROUNDED TO 1 PERSON Rp: 5 CFM / PERSON Ra: 0.06 CFM/SF

EXHAUST AIRFLOW RATE: NOT REQUIRED

Ez: 1.0 Vbz: Vbz = Pz*Rp + Ra*AREA = 1*5+0.06*36 = 7.16 CFM Voz: Voz = Vbz/Ez = 7.16/1 = 7.16 CFM Vot = Voz FOR SINGLE ZONE SYSTEMS

OA REQUIRED: 7.16 CFM

OA PROVIDED 25 CFM

VENTIALTION CALCULATIONS:

SECTION 024100 - SELECTIVE DEMOLITION

TEMPORARY ENCLOSURES: PROVIDE TEMPORARY ENCLOSURES FOR PROTECTION OF

EXISTING BUILDING AND CONSTRUCTION, IN PROGRESS AND COMPLETED, FROM EXPOSURE,

FOUL WEATHER, OTHER CONSTRUCTION OPERATIONS, AND SIMILAR ACTIVITIES. PROVIDE

TEMPORARY WEATHERTIGHT ENCLOSURE FOR BUILDING EXTERIOR.

TEMPORARY PARTITIONS: ERECT AND MAINTAIN DUST PROOF PARTITIONS AND TEMPORARY

ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES

AND NOISE.

TEMPORARY SHORING: PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING,

BRACING, OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT,

SETTLEMENT, OR COLLAPSE OF CONSTRUCTION TO REMAIN, AND TO PREVENT UNEXPECTED

OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED.

EXISTING FACILITIES: COMPLY WITH BUILDING MANAGER’S REQUIREMENTS FOR USING AND

PROTECTING ALL BUILDING FACILITIES DURING SELECTIVE DEMOLITION OPERATIONS.

COORDINATE WITH OWNER PRIOR TO COMMENCING ANY SELECTIVE DEMOLITION.

PROCEED WITH SELECTIVE DEMOLITION SYSTEMATICALLY, FROM HIGHER TO LOWER LEVELS.

COMPLETE SELECTIVE DEMOLITION OPERATIONS ABOVE EACH FLOOR OR TIER BEFORE

DISTURBING SUPPORTING MEMBERS ON THE NEXT LOWER LEVEL.

NEATLY CUT OPENINGS AND HOLES, PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED.

USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR

ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR

SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF

ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN.

DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS

AND APPROVED BY OWNER. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS,

VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME-CUTTING

OPERATIONS. MAINTAIN PORTABLE FIRE-SUPPRESSION DEVICES DURING FLAME-CUTTING

OPERATIONS. MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES.

DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY AND APPROPRIATELY.

RETURN ELEMENTS OF CONSTRUCTION AND SURFACES THAT ARE TO REMAIN TO CONDITION

EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN.

SECTION 033511 – CONCRETE FLOOR FINISHES

SECTION INCLUDES RESURFACING EXISTING CONCRETE FLOOR AND COATING WITH LOW

GLOSS CONCRETE SEALER.

CEMENTITIOUS REPAIR MORTAR, TROWEL GRADE: ONE- OR TWO-COMPONENT, FACTORY-

MIXED, POLYMER-MODIFIED CEMENTITIOUS MORTAR.

LOW-GLOSS OR MATTE CLEAR COATING: TRANSPARENT, NONYELLOWING, ACRYLIC-

POLYMER-BASED COATING.

CLEAN CONCRETE SURFACES, CRACKS, AND JOINTS OF DIRT, LAITANCE, CORROSION, AND

OTHER CONTAMINATION AND ALLOW TO DRY.

GRIND CONCRETE TO REMOVE EXISTING FLOOR COATING, PATCH SPALLED AREAS AND

OTHER DAMAGE, APPLY NEW FLOOR COATING.

SECTION 042000 – UNIT MASONRY

SECTION INCLUDES CONCRETE MASONRY UNITS (CMU), MORTAR, GROUT, AND

REINFORCEMENT.

CONCRETE MASONRY UNITS (CMU):

SIZE: STANDARD UNITS WITH NOMINAL FACE DIMENSIONS OF 16 BY 8 INCHES NOMINAL

DEPTHS AS INDICATED ON DRAWINGS FOR SPECIFIC LOCATIONS.

LOAD-BEARING UNITS: ASTM C90, NORMAL WEIGHT.

PROVIDE BULL-NOSE UNITS AT EXPOSED EDGES.

MORTAR AND GROUT:

AT CONTRACTOR'S OPTION, MORTAR AND GROUT MAY BE FIELD-MIXED FROM PACKAGED

DRY MATERIALS, MADE FROM FACTORY PREMIXED DRY MATERIALS WITH ADDITION OF

WATER ONLY, OR READY-MIXED.

MORTAR MIX DESIGNS: ASTM C270, PROPERTY SPECIFICATION.

INTERIOR, LOADBEARING MASONRY: TYPE N.

GROUT MIX DESIGNS: 3,000 PSI STRENGTH AT 28 DAYS; 8-10 INCHES SLUMP; PROVIDE

PREMIXED TYPE IN ACCORDANCE WITH ASTM C 94/C 94M.

REINFORCIING:

HORIZONTAL JOINT REINFORCEMENT: ASTM A951/A951M; INSTALL 16-INCHES ON CENTER.

TYPE: LADDER OR TRUSS TYPE.

MATERIAL: ASTM A1064/A1064MSTEEL WIRE, MILL GALVANIZED TOASTM

A641/A641MCLASS 3.

SIZE: 0.1483-INCH SIDE RODS WITH 0.1483-INCH CROSS RODS; WIDTH AS REQUIRED

TO PROVIDE NOT LESS THAN 5/8 INCH OF MORTAR COVERAGE ON EACH EXPOSURE.

REBAR: REINFORCING STEEL; ASTM A615/A615M, GRADE 40, DEFORMED BILLET BARS;

GALVANIZED.

COURSING: RUNNING BOND, ONE UNIT AND ONE MORTAR JOINT TO EQUAL 8 INCHES;

CONCAVE MORTAR JOINT.

LINTELS: INSTALL REINFORCED UNIT MASONRY LINTELS OVER OPENINGS; BOND BEAMS;

PLACE TWO, NO. 5 REINFORCING BARS 1 INCH FROM BOTTOM WEB.

INSTALLATION: MATCHING EXISTING MASONRY; MATCH COURSING, BONDING, COLOR, AND

TEXTURE OF NEW MASONRY WITH EXISTING MASONRY.

SECTION 079200 - JOINT SEALANTS

GENERAL: PROVIDE AND INSTALL SEALANTS WITH REQUIREMENTS INCLUDED HEREIN, IN

ORDER TO ESTABLISH AND MAINTAIN AIRTIGHT, VERMIN PROOF, AND WATERPROOF

CONTINUOUS SEALS ON A PERMANENT BASIS.

MATERIALS: PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT

ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF

SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON

TESTING AND FIELD EXPERIENCE.

GENERAL PURPOSE TRAFFIC BEARING SEALANT: POLYURETHANE OR POLYSULFIDE; ASTM

C920, GRADE P, CLASS 25, USE T; SINGLE OF MULTI-COMPONENT.

APPLICATIONS: USE FOR EXTERIOR AND INTERIOR PEDESTRIAN AND VEHICULAR TRAFFIC

BEARING JOINTS.

GENERAL PURPOSE INTERIOR SEALANT: ACRYLIC EMULSION LATEX; ASTM C834, SINGLE

COMPONENT, PAINTABLE.

APPLICATIONS:

INTERIOR WALL AND CEILING CONTROL JOINTS.

JOINTS BETWEEN DOOR AND WINDOW FRAMES AND WALL SURFACES.

OTHER INTERIOR JOINTS FOR WHICH NO OTHER TYPE OF SEALANT IS INDICATED.

STANDARD SECURITY SEALANT: ASTM C-920, TWO PART POLYURETHANE; SHORE A

HARDNESS OF 55 OR GREATER; TAMPER AND ABRASION RESISTANT.

DYNAFLEX BY PECORA OR SONNEBORN ULTRA

ELONGATION CAPABILITY: 12-1/2 PERCENT.

SERVICE TEMPERATURE RANGE: -20 TO +180 DEGREES F.

SHORE A HARDNESS OF 55+.

MAXIMUM SECURITY SEALANT: SEMI-RIGID, TWO-PART, HIGH-SOLIDS, HIGH MODULUS EPOXY

RESIN COMPOUND. HIGHLY ABRASION RESISTANT WITH “PICK-PROOF” PROPERTIES.

DYNAPOXY EP-1200 EPOXY ADHESIVE/SEALANT BY PECORA OR UNITEX PRO FLEX GEL.

ELONGATION CAPABILITY: 0.

SERVICE TEMPERATURE RANGE: -20 TO +180 DEGREES F.

SHORE A HARDNESS: 95.

COLOR: SEALANT COLORS IN NOT FIELD PAINTED AREAS SHALL BE CLEAR OR MATCH

ADJACENT COLORS UNLESS A COLOR IS SPECIFIED. SEALANTS IN FIELD PAINTED AREAS

SHALL BE PAINTABLE OR INSTALLED AFTER PAINTING IS COMPLETE.

ACCESSORIES

PRIMER - NON-STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER TO SUIT

APPLICATION.

JOINT CLEANER - NON-CORROSIVE AND NON-STAINING TYPE, RECOMMENDED BY

SEALANT MANUFACTURER; COMPATIBLE WITH JOINT FORMING MATERIALS.

JOINT BACKING - ASTM D 1056; ROUND, CLOSED CELL POLYETHYLENE FOAM ROD;

OVERSIZED 30 TO 50 PERCENT LARGER THAN JOINT WIDTH; GREEN ROD MANUFACTURED

BY NMC, INC..

INSTALLATION: INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S

INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER

RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE

WITH WORK OF OTHER SECTIONS. CLEAN AND PRIME JOINTS, AND INSTALL BOND BREAKERS,

BACKER RODS AND SEALANT AS RECOMMENDED BY MANUFACTURERS.

EXAMINE SUBSTRATE; REPORT UNSATISFACTORY CONDITIONS IN WRITING. BEGINNING

WORK MEANS ACCEPTANCE OF SUBSTRATES.

PROVIDE SEALANT AT BASE OF WATER-RESISTANT GYPSUM BOARD. PROVIDE 1/2" HIGH

CONTINUOUS BEAD OF SILICONE SEALANT BETWEEN WATER-RESISTANT GYPSUM BOARD

PANELS AND CONCRETE FLOORS, PRIOR TO INSTALLATION OF FLOOR AND WALL FINISHES.

CURE AND PROTECT SEALANTS AS DIRECTED BY MANUFACTURERS. REPLACE OR RESTORE

DAMAGED SEALANTS. CLEAN ADJACENT SURFACES TO REMOVE SPILLAGE.

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

GENERAL: PROVIDE METAL DOORS AND FRAMES, WHERE NOTED ON THE DRAWINGS AND AS

SPECIFIED HEREIN. COMPLY WITH APPLICABLE REQUIREMENTS OF THE STEEL DOOR

INSTITUTE (SDI) “RECOMMENDED SPECIFICATIONS: STANDARD STEEL DOORS AND FRAMES ”.

SUBMITTALS: SUBMIT PRODUCT DATA, COMPLETE SCHEDULE, AND SHOP DRAWINGS OF

EACH DOOR TYPE, AND INSTALLATION DETAILS.

HOLLOW METAL FRAMES: FRAMES SHALL COMPLY WITH ANSI/SDI A250.8, AND BE FABRICATED

FROM COLD-ROLLED SHEET STEEL, UNLESS METALLIC-COATED SHEET IS INDICATED.

PROVIDE 16 GAUGE HOT-DIPPED GALVANIZED COLD-ROLLED STEEL, FULLY WELDED.

PROVIDE MINIMUM OF FOUR (4) GALVANIZED, MASONRY, WIRE TYPE, CORRUGATED

SHEET METAL, OR EXPANSION TYPE ANCHORS PER JAMB.

PROVIDE FLOOR ANGLE ANCHORS.

FABRICATE FRAMES WITH MITERED CORNERS.

HARDWARE REINFORCEMENT: ANSI/SDI A250.6.

PROVIDE SHOP PRIME FINISH, APPLY MANUFACTURER'S STANDARD PRIMER IMMEDIATELY

AFTER SEALING AND PRETREATING; ANSI/SDI A250.11.

HOLLOW METAL DOORS: DOORS SHALL BE 18 GAGE COLD-ROLLED MIN., HOT-DIPPED

GALVANIZED SHEET STEEL FACES, FLUSH TYPE WITH TOP, BOTTOM AND ALL EDGES FULLY

WELDED AND GROUND SMOOTH. PROVIDE WEEP HOLES AT BOTTOM, TO ALLOW ESCAPE OF

ENTRAPPED MOISTURE.

EXTERIOR DOORS (INSULATED): 1-3/4 INCH THICK, LEVEL 3 – EXTRA HEAVY DUTY, MODEL

2, SEAMLESS DESIGN, THERMAL INSULATED DOOR WITH TOTAL INSULATION R-VALUE OF 4

MEASURED IN ACCORDANCE WITH ASTM C1363.

INTERIOR DOORS (NON-RATED): 1-3/4 INCH THICK, LEVEL 2 – HEAVY DUTY, MODEL 2,

SEAMLESS DESIGN.

INTERIOR DOORS (FIRE-RATED): 1-3/4 INCH THICK, LEVEL 2 – HEAVY DUTY, MODEL 2,

SEAMLESS DESIGN.

COMPONENTS: CORE TO BE POLYURETHANE; FACE TO BE ZINC COATED STEEL SHEET IN

ACCORDANCE WITH ANSI 250.

HARDWARE REINFORCEMENT: COMPLY WITH ANSI/SDI A250.6.

FINISH: PROVIDE SHOP PRIME FINISH. APPLY MANUFACTURER’S STANDARD PRIMER

IMMEDIATELY AFTER SEALING AND PRETREATING; COMPLY WITH ANSI/SDI A250.11.

GENERAL FABRICATION: FABRICATE STEEL DOOR UNITS TO BE RIGID, NEAT IN APPEARANCE

AND FREE FROM DEFECTS, WARP OR BUCKLE. WHERE POSSIBLE, FIT AND ASSEMBLE UNITS

IN MANUFACTURER'S PLANT. SHOP PRIME ALL HOLLOW METAL DOORS AND FRAMES.

HARDWARE PREPARATION: ALL DOORS AND FRAMES SHALL BE MORTISE AND REINFORCED

FOR HARDWARE IN THE FACTORY. PROVIDE THREE SILENCERS FOR SINGLE DOOR FRAMES.

SEE HARDWARE SCHEDULE ON CONSTRUCTION DOCUMENTS FOR ADDITIONAL INFORMATION.

INSTALL HOLLOW METAL DOORS AND FRAMES IN ACCORDANCE WITH ANSI A250.8 AND

MANUFACTURER'S RECOMMENDATIONS. SET FRAMES ACCURATELY IN POSITION, PLUMBED

AND ALIGNED. FIT DOORS ACCURATELY WITHIN FRAMES. SAND SMOOTH ALL RUST OR

DAMAGED AREAS OF PRIME COAT AND APPLY TOUCH-UP COAT OF COMPATIBLE PRIMER.

SECTION 087100 – DOOR HARDWARE

SUBMITTALS: SUBMIT PRODUCT DATA FOR EACH TYPE OF PRODUCT.

HINGES: COMPLY WITH BHMA A156.1, GRADE 1; 5-KNUCKLE, BALL BEARING, NON-REMOVABLE

LOCKS:

MORTISE LOCKS: COMPLY WITH BHMA A156.13, GRADE 1, SECURITY, 1000 SERIES.

FUNCTION: STOREROOM ANSI F07.

DEADBOLT LOCK: COMPLY WITH BHMA A156.36, GRADE 1, HIGH SECURITY MORTISE.

DUTCH DOOR BOLT: COMPLY WITH BHMA A156.16; SURFACE MOUNTED.

SECTION 092116 - GYPSUM BOARD ASSEMBLIES

GENERAL: PROVIDE AND INSTALL METAL STUD FRAMING, GYPSUM WALLBOARD, FURRING,

CEILING AND SOFFIT DROPS WHERE SHOWN OR NOTED ON THE DRAWINGS AND AS

SPECIFIED HEREIN.

SUBMITTALS: SUBMIT PRODUCT DATA FOR EACH TYPE OF PRODUCT.

QUALITY ASSURANCE: PERFORM WORK IN ACCORDANCE WITH ASTM C840, GA-214, GA-216,

AND GA-600.

METAL STUD FRAMING: REFER TO THE DRAWINGS FOR FRAMING TYPES AND SIZES.

NONSTRUCTURAL FRAMING SYSTEM COMPONENTS: AISI S220; GALVANIZED SHEET STEEL,

OF SIZE AND PROPERTIES NECESSARY TO COMPLY WITH ASTM C754 FOR THE SPACING

INDICATED, WITH MAXIMUM DEFLECTION OF WALL FRAMING OF L/120 AT 5 PSF (L/120 AT

240 PA).

STEEL SHEET: ASTM A1003/A1003M, SUBJECT TO THE DUCTILITY LIMITATIONS INDICATED

IN AISI S220 OR EQUIVALENT; MINIMUM 25 GAUGE.

CORROSION PROTECTION COATING DESIGNATION: G40, OR EQUIVALENT IN ACCORDANCE

WITH AISI S220.

GYPSUM WALLBOARD: REFER TO DRAWINGS FOR PARTITION SCHEDULES AND GYPSUM

BOARD THICKNESS REQUIRED.

WALLS: ALL STANDARD WALL INSTALLATIONS TO BE 5/8-INCH THICKNESS, GYPSUM

BOARD, TAPERED EDGE, UNLESS OTHERWISE INDICATED.

CEILINGS: ALL CEILINGS TO BE 5/8-INCH THICKNESS, STANDARD GYP. BOARD, TAPERED

EDGE, UNLESS OTHERWISE INDICATED.

IMPACT RESISTANT GYPSUM BOARD: 5/8-INCH THICKNESS, TYPE ‘X’; ASTM C1629;

ABRASION LEVEL 3, INDENTATION LEVEL 1, SOFT BODY IMPACT LEVEL 3, HARD BODY

IMPACT LEVEL 2.

TRIM ACCESSORIES: PROVIDE MANUFACTURER'S STANDARD GALVANIZED STEEL TRIM WITH

BEADS FOR CONCEALMENT OF FLANGES IN JOINT COMPOUND.

JOINT TREATMENT: ASTM C475, PAPER REINFORCING JOINT TAPE, WITH READY MIXED VINYL-

TYPE JOINT COMPOUND, MULTI-PURPOSE GRADE.

METAL FRAMING INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM C754 AND

MANUFACTURER'S INSTRUCTIONS.

STUDS: SPACE STUDS AT 16 INCHES ON CENTER.

PARTITIONS TERMINATING AT STRUCTURE: ATTACH TOP RUNNER TO STRUCTURE,

MAINTAIN CLEARANCE BETWEEN TOP OF STUDS AND STRUCTURE, AND CONNECT STUDS

TO TRACK USING SPECIFIED MECHANICAL DEVICES IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS; VERIFY FREE MOVEMENT OF TOP OF STUD

CONNECTIONS; DO NOT LEAVE STUDS UNATTACHED TO TRACK.

STANDARD WALL FURRING: INSTALL AT CONCRETE WALLS SCHEDULED TO RECEIVE

GYPSUM BOARD, NOT MORE THAN 4 INCHES FROM FLOOR AND CEILING LINES AND

ABUTTING WALLS. SECURE IN PLACE ON ALTERNATE CHANNEL FLANGES AT MAXIMUM 24

INCHES ON CENTER.

GYPSUM BOARD INSTALLATION: COMPLY WITH “GYPSUM CONSTRUCTION HANDBOOK ” BY

UNITED STATES GYPSUM CO., GYPSUM ASSOC. GA-216 “RECOMMENDED SPECIFICATIONS FOR

THE APPLICATION AND FINISHING OF GYPSUM BOARD” AND ASTM C754 “INSTALLATION OF

FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM WALLBOARD, BACKING BOARD,

OR WATER-RESISTANT BACKING BOARD ” FOR ALL INSTALLATIONS.

GYPSUM BOARD FINISH LEVELS: FINISH PANELS TO LEVELS INDICATED BELOW AND

ACCORDING TO ASTM C840:

LEVEL 5: WALLS AND CEILINGS TO RECEIVE SEMI-GLOSS OR GLOSS PAINT FINISH AND

OTHER AREAS SPECIFICALLY INDICATED.

LEVEL 4: WALLS AND CEILINGS TO RECEIVE PAINT FINISH OR WALL COVERINGS, UNLESS

OTHERWISE INDICATED.

LEVEL 3: WALLS TO RECEIVE TEXTURED WALL FINISH.

LEVEL 2: IN UTILITY AREAS, BEHIND CABINETRY, AND ON BACKING BOARD TO RECEIVE

TILE FINISH.

LEVEL 1: FIRE-RESISTANCE-RATED WALL AREAS ABOVE FINISHED CEILINGS, WHETHER OR

NOT ACCESSIBLE IN THE COMPLETED CONSTRUCTION.

LEVEL 0: TEMPORARY PARTITIONS.

LEVEL 0: SURFACES INDICATED TO BE FINISHED IN LATER STAGE OF PROJECT.

SECTION 096500 - RESILIENT BASE

GENERAL: PROVIDE RESILIENT BASE AND ACCESSORIES AS LISTED ON ROOM FINISH

SCHEDULE AND MATERIAL SELECTION SCHEDULE INDICATED ON DRAWINGS.

SUBMITTALS: PROVIDE PRODUCT DATA AND PHYSICAL SAMPLES FOR VERIFICATION FOR

REVIEW.

QUALITY ASSURANCE: PROVIDE EACH TYPE OF RESILIENT TILE FLOORING AND ACCESSORIES

AS PRODUCED BY A SINGLE MANUFACTURER, INCLUDING RECOMMENDED PRIMERS,

ADHESIVES, SEALANTS, AND LEVELING COMPOUNDS.

RESILIENT BASE:

RESILIENT BASE STANDARD: ASTM F 1861.

MATERIAL REQUIREMENT: TYPE TP, RUBBER, THERMOPLASTIC.

STYLE: COVE (BASE WITH TOE), FIELD VERIFY AND MATCH EXISTING IN ALL NEW

LOCATIONS.

MINIMUM THICKNESS: 0.125 INCH

HEIGHT: 4-INCH, UNLESS OTHERWISE NOTED.

COLOR: AS SELECTED FROM FULL RANGE.

ACCESSORIES:

ADHESIVES: WATERPROOF, STABILIZED TYPE AS RECOMMENDED BY FLOORING

MANUFACTURER TO SUIT MATERIAL AND SUBSTRATE CONDITIONS.

GENERAL INSTALLATION: COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR

INSTALLATION OF MATERIALS.

RESILIENT BASE INSTALLATION:

APPLY RESILIENT BASE TO WALLS, COLUMNS, PILASTERS, CASEWORK, AND CABINETS IN

TOE SPACES, AND OTHER PERMANENT FIXTURES IN ROOMS AND AREAS WHERE BASE IS

REQUIRED.

TIGHTLY ADHERE BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH

BASE IN CONTINUOUS CONTACT WITH HORIZONTAL AND VERTICAL SUBSTRATES.

MITER INTERNAL CORNERS. AT EXTERNAL CORNERS, 'V' CUT BACK OF BASE STRIP TO 2/3

OF ITS THICKNESS AND FOLD.

ON MASONRY SURFACES OR OTHER SIMILAR IRREGULAR SUBSTRATES, FILL VOIDS

ALONG TOP EDGE OF RESILIENT BASE WITH MANUFACTURER'S RECOMMENDED

ADHESIVE FILLER MATERIAL.

CLEANING AND PROTECTION: REMOVE ADHESIVE AND OTHER BLEMISHES FROM EXPOSED

SURFACES IMMEDIATELY AFTER COMPLETION. SWEEP AND VACUUM SURFACES

THOROUGHLY, DAMP-MOP SURFACE TO REMOVE MARKS AND SOIL.

SECTION 099123 - PAINTING

GENERAL: PROVIDE MATERIALS FOR USE WITHIN EACH PAINT SYSTEM THAT ARE

COMPATIBLE WITH ONE ANOTHER AND SUBSTRATES INDICATED, UNDER CONDITIONS OF

SERVICE AND APPLICATION AS DEMONSTRATED BY MANUFACTURER, BASED ON TESTING AND

FIELD EXPERIENCE. FOR EACH COAT IN A…

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