PROTECT YOURSELF

ALL STATES REQUIRE NOTIFICATION OF

EXCAVATORS, DESIGNERS, OR ANY PERSON

PREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN ANY STATE

FOR STATE SPECIFIC DIRECT PHONE NUMBERS

VISIT: WWW.CALL811.COM

Know what's below.

Call before you dig.

www.colliersengineering.com

LANSING

7050 West Saginaw Hwy Suite 200 // Lansing, MI 48917

Phone: 517.272.9835

Colliers Engineering & Design

A

1/

0.

D

PL

M D

O T

M T

P

LE

A S

A N

T

TS

C R

O O

F R

E P

LA

C

E M

E N

T Y2

DA

TE

SH

EE

T

ID

EN

TI

FIC

AT

IO

N

NO

IS

SU

ED

F

OR

C

O P

O R

A T

E D

R

M T

P

L E

A S

A N

T

M I

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

, M 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

IC

H

IG

A

N

K Y

L E

G U

E R

R A

N T

, A C

T

IN

G D

IR

E

C T

O R

FA

C

IL

IT

IE

S

A N

D B

U S

IN

E

S S

S E

R V

IC

E

S A

D M

IN

IS

T R

A T

IO

N

D E

S

IG

N A

N D

C O

N

ST

R U

C T

IO

N

D

IV

IS

IO

N

FI

LE

N

O.

B

ID

S/

PE

RM

IT

S

AR

C

HI

TE

C T

PR

OJ

EC

T

NO

IN

DE

X N O.

FI

N A L

RE

C

OR

D

C O N

ST

RU

C

TI

O N

DR

AW

N

DE

SI

GN

ED

AP

PR

OV

ED

C

HE

C

KE

D

P.

A.

K

D.

P.

L./

R.

E.

G.

D.

P.

L./

R.

E.

G.

D.

P.

L./

R.

E.

G.

Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of

Colliers Engineering & Design.

DRAWING INDEXPROJECT CONTACT LIST

PROJECT LOCATION MAP

OWNER:

STATE OF MICHIGAN, DTMB

3111 W ST JOSEPH ST, LANSING, MI

48917

CONTACT: DAVID LENZ, AIA

PHONE: 517-614-5450

LENZD@MICHIGAN.GOV

ARCHITECT:

COLLIERS ENGINEERING & DESIGN

7050 W SAGINAW HIGHWAY, SUITE

200, LANSING, MI 48917

CONTACT: DAVID MOSS, AIA

PHONE: 517-898-1604

DAVID.MOSS@COLLIERSENG.COM

CONTRACTOR:

TBD

CODE INFORMATION

APPLICABLE BUILDING CODES:

2021 MICHIGAN BUILDING CODE

2021 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS

2021 MICHIGAN MECHANICAL CODE

2021 MICHIGAN PLUMBING CODE

2023 NATIONAL ELECTRICAL CODE (NEC) WITH PART 8 STATE AMENDMENTS

ROOF AREA: HIGH ROOF - 21,926 SF

LOW ROOF - 8,900 SF

TOTAL - 30,826 SF

FIRE PROTECTION:

BUILDING IS FULLY SPRINKLED

ENERGY CONSERVATION CODE SUMMARY

ENERGY SUBCODE: ASHRAE 90.1 - 2022

ELEMENT: REQUIRED: NEW ROOF ASSEMBLY:

ROOFS: R-30 C.I. R-30 C.I. (NOT INCLUDING TAPERED INSULATION)

ENERGY CODE NOTES: TABLE 5.5-5 (ZONE 5A FOR ISABELLA COUNTY)

G000

/1

7/

04/17/2026

MDOT Mt Pleasant Transportation Service Center Roof Replacement

1212 Corporate Dr., Mt. Pleasant, MI

48858

State of Michigan

DRAWING INDEX - WITH SCHEDULED RELEASES

/2

7/

IS

S

U E

D F

O R

P H

A S

E

R

E V

IE

W

00 - GENERAL

G000 COVER SHEET X

04 - ARCHITECTURAL

A001 GENERAL NOTES AND LEGENDS (WITH PROJECT MANUAL) X

A004 EXISTING ROOF PLAN X

AD103 ROOF DEMOLITION PLAN X

A103 ROOF PLAN X

A321 SECTION DETAILS X

A322 SECTION DETAILS X

A501 DETAILS X

CORPORATE DR

N M

IS

S

IO

N

S T

PACKARD ST

P A

C K

A R

D R

D

PROJECT LOCATION

REV DATE DESCRIPTION

1 04/17/2026 ISSUED FOR BIDDING/PERMIT

GENERAL NOTE WITH A PROJECT MANUAL

8' - 0"

XX

CEILING HEIGHT

ELEVATION NOTATION

EQUIPMENT TAG

KEYNOTE (REMOVALS)

KEYNOTE

CAST STONE

GRAVEL OR CRUSHED STONE

CONCRETE

CONCRETE MASONRY UNIT

UNDISTURBED EARTH

BRICK

RIGID INSULATION

PLYWOOD

SAND OR GYPSUM BOARD

STEEL

WOOD FRAMING (CONTINUOUS) BATT INSULATION

WOOD BLOCKING (DISCONTIN.)

EXISTING FINISH WOOD

GENERAL ARCHITECTURAL SYMBOLS

MATERIAL INDICATORS

A101

A101

XXX

XXX

A101

SIM

1Ref

DETAIL CALLOUT

ELEVATION MARKER

DRAWING #

ELEVATION #

BREAK MARKER

NORTH ARROW

(SHOWN IN KEYPLAN)

NEW COLUMN ID

DETAIL #

DRAWING #

EXISTING COLUMN ID

A101

1Ref

R ef

R ef

1Ref A000

VIEW TITLE

DETAIL #

SECTION MARKER

SECTION #

DRAWING #

DETAIL SECTION

DRAWING #

ACCESSORY MARKER

DETAIL #

XX

EXISTING DOOR

SCHEDULED DOOR

ROOM TAG

WINDOW TYPE MARKER

DOOR MARKER

Room name

WALL STYLES

EXISTING BRICK WALL

EXISTING CMU WALL

EXISTING STUD WALL STUD WALL

CMU WALL

BRICK WALL

EXISTING WALL REMOVAL

ABBREVIATIONS

1/8" = 1'-0"

VIEW NAME

ALL GENERAL NOTES PERTAIN TO ALL ARCHITECTURAL (A-SERIES) DRAWINGS IN THIS SET

GENERAL

1. DEFINITIONS: “PROVIDE” MEANS FURNISH AND INSTALL. SUPPLY LABOR AND MATERIALS

TO RESULT IN A FINISHED AND/OR OPERABLE SYSTEM.

2. CONTRACTOR RESPONSIBILITIES:

A. MATERIALS, CONSTRUCTION METHODS INCLUDING BUT NOT LIMITED TO LAYOUT,

COORDINATION, SCHEDULE AND CONSTRUCTION SITE ACCESS AND WORK.

B. DAILY CLEANING: KEEP SITE FREE FROM WASTE, RUBBISH, AND DEBRIS, ALL OF

WHICH SHALL BE REMOVED AND DISPOSED OF PROPERLY DAILY.

C. FINAL CLEANING: PRIOR TO PUNCHLIST INSPECTION, BROOM CLEAN ALL HARD

SURFACE FLOORS; VACUUM ALL CARPETING; AND WIPE DOWN ALL HORIZONTAL

AND GLASS SURFACES, THEREBY PROVIDING DUST FREE SURFACES.

D. TEMPORARY PROTECTION IS REQUIRED TO MAINTAIN ONGOING BUILDING

OPERATIONS, EXITING PATHS, DUST CONTROL AND OCCUPANT SAFETY. IDENTIFY

THE REQUIREMENTS FOR TEMPORARY PROTECTION AND PROJECT PHASING.

COORDINATE WITH OWNER FOR OTHER REQUIREMENTS.

E. COORDINATE STARTUP AND ADJUSTING OF EQUIPMENT AND OPERATING

COMPONENTS. START EQUIPMENT AND OPERATING COMPONENTS AND TEST TO

CONFIRM PROPER OPERATION AND CONTROL. REMOVE MALFUNCTIONING UNITS,

REPLACE WITH NEW UNITS, AND RETEST.

F. CLOSEOUT DOCUMENTS, CERTIFICATE OF RELEASE FROM THE AUTHORITY OF

JURISDICTION AND INSURANCE FOR CONTINUING COVERAGE, WARRANTIES, TEST &

INSPECTION RESULTS AND OPERATION, EMERGENCY & MAINTENANCE MANUALS.

3. CONTRACT DOCUMENTS:

A. PLANS, ELEVATIONS, SECTIONS, DETAILS AND SCHEDULES ARE COMPLEMENTARY.

PLAN DRAWINGS WILL TAKE PRECEDENCE OVER ELEVATION, SECTION AND

DETAILS DRAWINGS IN ANY CONFLICTS OF HORIZONTAL DIMENSIONS. DETAIL PLAN

DRAWINGS WILL TAKE PRECEDENCE OVER LARGER SCALE PLANS IN ANY

CONFLICTS WITH HORIZONTAL DIMENSIONS. WALL AND BUILDING SECTIONS WILL

TAKE PRECEDENCE OVER PLAN DRAWING AND DETAILS IN ANY CONFLICTS WITH

VERTICAL DIMENSIONS. DETAILS AND WALL SECTIONS WILL TAKE PRECEDENCE

OVER ELEVATION AND PLAN DRAWINGS IN ANY CONFLICTS WITH MATERIAL

DESCRIPTION. SCHEDULES WILL TAKE PRECEDENCE OVER OTHER

ARCHITECTURAL DRAWINGS IN AND CONFLICTS WITH WALL, FLOOR AND CEILING

FINISHES AND DOOR, DOOR HARDWARE AND FENESTRATION INFORMATION.

B. DRAWINGS AND SPECIFICATIONS PREPARED BY THE ARCHITECT ARE

INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO

THIS PROJECT AND, UNLESS OTHERWISE PROVIDED, BERGMANN SHALL BE

DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAIN ALL COMMON LAW,

STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT.

C. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS,

SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM.

FINISHES

1. GENERAL: FINISHED FLOORS EXTEND INTO TOE SPACES, CLOSETS, DOOR REVEALS

AND SIMILAR OPENINGS.

2. PRODUCTS:

A. PAINT DESIGNATIONS INDICATE COLOR ONLY, REFER TO SPECIFICATION FOR

FINISH TYPE.

B. PROVIDE SELF LEVELING TROWELABLE UNDERLAYMENT WHERE REQUIRED TO

OBTAIN FINISH MANUFACTURER'S REQUIRED SUBFLOOR CONDITION.

C. PROVIDE THE REQUIRED TRANSITIONS BASED ON TYPES IDENTIFIED ON DRAWINGS

AT EACH FINISH TRANSITION LOCATION.

ENERGY CODE STATEMENT:

TO THE BEST OF THE REGISTERED DESIGN PROFESSIONAL’S KNOWLEDGE, BELIEF AND

PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE

WITH THE APPLICABLE CODES.

UNIFORM CODE STATEMENT:

TO THE BEST OF THE REGISTERED DESIGN PROFESSIONAL’S KNOWLEDGE, BELIEF AND

PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE

WITH THE APPLICABLE CODES.

A

1/

0.

D

PL

Y2

DA

TE

SH

EE

T

ID

EN

TI

FIC

AT

IO

N

NO

IS

SU

ED

F

OR

M D

O T

M T.

P

LE

AS

AN

T

TS

C R

O O

F R

E P

LA

C

E M

E N

T

C

O P

O R

A T

E D

R

M T

P

L E

A S

A N

T

M I

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

, M 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

IC

H

IG

A

N

K Y

L E

G U

E R

R A

N T

, A C

T

IN

G D

IR

E

C T

O R

FA

C

IL

IT

IE

S

A N

D B

U S

IN

E

S S

S E

R V

IC

E

S A

D M

IN

IS

T R

A T

IO

N

D E

S

IG

N A

N D

C O

N

ST

R U

C T

IO

N

D

IV

IS

IO

N

FI

LE

N

O.

B

ID

S/

PE

RM

IT

S

AR

C

HI

TE

C T

PR

OJ

EC

T

NO

IN

DE

X N O.

FI

N A L

RE

C

OR

D

C O N

ST

RU

C

TI

O N

DR

AW

N

DE

SI

GN

ED

AP

PR

OV

ED

C

HE

C

KE

D

P.

A.

K

D.

P.

L./

R.

E.

L./

R.

E.

G.

D.

P.

L./

R.

E.

G.

A001

/1

7/

" INCHES

# NUMBER, POUNDS

& AND

' FEET

(E), EXST EXISTING TO REMAIN

(ER) EXISTING TO BE RELOCATED

(N) NEW WORK

(R) REMOVE

(RE) RELOCATED EXISTING

@ AT

Ø, DIA DIAMETER

A

A/C AIR CONDITIONING

ACP ACOUSTICAL CEILING PANELS

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AOR ARCHITECT OF RECORD

APPROX APPROXIMATE, APPROXIMATELY

ARCH ARCHITECT, ARCHITECTURAL

ATTN ATTENTION

B

B/, BO BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BTWN BETWEEN

C

CANT CANTILEVER

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CM CONSTRUCTION MANAGER

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CT CERAMIC TILE

CTB CERAMIC TILE BASE

D

D DEEP

DF DRINKING FOUNTAIN

DIA, Ø DIAMETER

DIM DIMENSION

DWG,

DWGS

DRAWING, DRAWINGS

E

EA EACH

EIFS EXTERIOR INSULATION FINISH

SYSTEM

EL ELEVATION

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EXF EPOXY FLOORING

EXP EXPANSION

EXP BT EXPANSION BOLT

EXT EXTERIOR

F

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FLG FLOORING

FLR FLOOR

FPR FIBER REINFORCED PLASTIC

FR FIRE RATED

FRT FIRE RETARDANT TREATED

FT FLOOR TILE

FT FIRE TREATED

FTG FOOTING

G

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GRC GLASS-REINFORCED CONCRETE

GRG GLASS-REINFORCED GYPSUM

GWB GYPSUM BOARD

H

HB HOSE BIBB

HC HOLLOW CORE

HDR HEADER

HM HOLLOW METAL

HORIZ HORIZONTAL

HPC HIGH PERFORMANCE COATING

HW HOT WATER

HWD HARDWARE

HWT HOT WATER TANK

I

ID INSIDE DIAMETER

IN WG INCH OF WATER GAUGE

INSUL INSULATION

INT INTERIOR

INV INVERT

J

JAN CL JANITORS CLOSET

JT JOINT

L

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMC LINEAR METAL CEILING

LT LIGHT

LTL LINTEL

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

N

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O

OC ON CENTER

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

P

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PL PLATE

PLF POUNDS PER LINEAR FOOT

PLM PLASTIC LAMINATE

PLYWD PLYWOOD

PMEJ PRE MOLDED EXPANSION JOINT

PMF PRE MOLDED FILLER

PP PLASTIC PANELING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PTD PAINTED

PTWD (PRESSURE)

PRESERVATIVE-TREATED WOOD

Q

QT QUARRY TILE

QTY QUANTITY

R

R RISER

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

REINF REINFORCED, REINFORCING,

REINFORCEMENT

REQD REQUIRED

REQMTS REQUIREMENTS

RESIL RESILIENT

RF RESILIENT FLOORING

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

S

SC SEALED CONCRETE

SCHED SCHEDULE

SCL STRUCTURAL COMPOSITE LUMBER

SF, SQFT SQUARE FEET

SIM SIMILAR

SMS SHEET METAL SCREW

SOG SLAB ON GRADE / GROUND

SPCS SPACES

SPEC SPECIFICATION

SS SOLID SURFACE

SSL SHORT SLOTTED

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STRUCT STRUCTURAL, STRUCTURE

SYS SYSTEM

T

T TREAD

T&G TONGUE AND GROOVE

TEMP TEMPORARY

TH THRESHOLD

TL TWIST LOCK

TR TRANSITION

TYP TYPICAL

U

UNO UNLESS NOTED OTHERWISE

UPH UPHOLSTERY

UR URINAL

V

VAR VARIES

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W

W WIDE, WIDTH

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WCV WALL COVERING

WD WOOD

WDT WINDOW TREATMENT

WF WOOD FLOORING

WOM WALKOFF MAT

WP WATERPROOF

WT WALL TILE

EXISTING SINGLE PLY MEMBRANE

ON TAPERED INSULATION

EXISTING CONTROL JOINT

EXISTING ROOF HATCH

EXISTING SINGLE PLY MEMBRANE

ON TAPERED INSULATION

EXISTING SINGLE PLY MEMBRANE

ON TAPERED INSULATION

EXISTING SINGLE PLY MEMBRANE

ON TAPERED INSULATION

EXISTING SINGLE PLY MEMBRANE

ON TAPERED INSULATION

EXISTING OVERFLOW

EXISTING OVERFLOW

NOTE:

EXISTING ROOF PLAN SHOWN

FOR REFERENCE ONLY

SHADED AREA INDICATES AREA

OF SLOPED STRUCTURE.

A

1/

0.

D

PL

Y2

DA

TE

SH

EE

T

ID

EN

TI

FIC

AT

IO

N

NO

IS

SU

ED

F

OR

M D

O T

M T.

P

LE

AS

AN

T

TS

C R

O O

F R

E P

LA

C

E M

E N

T

C

O P

O R

A T

E D

R

M T

P

L E

A S

A N

T

M I

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

, M 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

IC

H

IG

A

N

K Y

L E

G U

E R

R A

N T

, A C

T

IN

G D

IR

E

C T

O R

FA

C

IL

IT

IE

S

A N

D B

U S

IN

E

S S

S E

R V

IC

E

S A

D M

IN

IS

T R

A T

IO

N

D E

S

IG

N A

N D

C O

N

ST

R U

C T

IO

N

D

IV

IS

IO

N

FI

LE

N

O.

B

ID

S/

PE

RM

IT

S

AR

C

HI

TE

C T

PR

OJ

EC

T

NO

IN

DE

X N O.

FI

N A L

RE

C

OR

D

C O N

ST

RU

C

TI

O N

DR

AW

N

DE

SI

GN

ED

AP

PR

OV

ED

C

HE

C

KE

D

P.

A.

K

D.

P.

L./

R.

E.

L./

R.

E.

G.

D.

P.

L./

R.

E.

G.

A004

/1

7/

1" = 10'-0"

1 EXISTING ROOF PLAN

PLAN

NORTH

A. CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING ROOF

CONDITIONS PRIOR TO DEMOLITION. REPORT ALL DISCREPANCIES

TO THE ARCHITECT BEFORE PROCEEDING.

B. DEMOLITION SHALL BE SELECTIVE. REMOVE ONLY ITEMS INDICATED

ON THE DRAWINGS OR REQUIRED FOR NEW CONSTRUCTION.

C. REMOVE EXISTING ROOFING MEMBRANE, INSULATION, FLASHING,

BALLAST (IF PRESENT), AND ASSOCIATED ACCESSORIES DOWN TO

THE STRUCTURAL ROOF DECK UNLESS NOTED OTHERWISE.

D. REMOVE DEMOLITION DEBRIS PROMPTLY AND DISPOSE OF OFF-SITE

IN ACCORDANCE WITH LOCAL REGULATIONS.

E. CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION AND

EQUIPMENT NOTED TO REMAIN FROM DAMAGE RESULTING FROM

DEMOLITION ACTIVITIES. ANY DAMAGE TO EXISTING PROPERTY

RESULTING FROM DEMOLITION SHALL BE REPAIRED IMMEDIATELY AT

THE CONTRACTOR'S EXPENSE.

F. CONTRACTOR SHALL PROTECT ADJACENT SURFACES IN

PREPARATION OF SAW CUTTING REQUIRED FOR DEMOLITION

ACTIVITIES.

G. DEMOLITION WORK SHALL BE COORDINATED WITH NEW ROOF

INSTALLATION TO MINIMIZE BUILDING EXPOSURE.

GENERAL NOTES

2 2 2 2

2 2

3 3

79' - 11" - V.I.F. 185' - 6" - V.I.F.

1/

2"

V .I.

F.

/2

V .I.

F.

3'

-3

- V .I.

F.

153' - 2" - V.I.F. 32' - 4" - V.I.F.

6'

-0

V .I.

F.

33' - 11" - V.I.F. 23' - 10" - V.I.F. 151'-11" - V.I.F.

1'-3" - V.I.F.

2'

9"

V .I.

F.

V

.I.

F.

'-1

- V

.I.

F.

8' - 9" 71' - 2"

V

.I.

F.

'-8

- V

.I.

F.

'-9

- V

.I.

F.

1"

V

.I.

F.

8' - 9" - V.I.F. 14'-8" - V.I.F.

6 6

6 6

UPPER ROOF

LOWER ROOF

UPPER ROOF

ROOF AREAS:

LOW ROOF - 8,900 SF

HIGH ROOF - 21,926 SF

TOTAL - 30,826 SF

69' - 3" - V.I.F. 10' - 8" - V.I.F.

A

1/

0.

D

PL

Y2

DA

TE

SH

EE

T

ID

EN

TI

FIC

AT

IO

N

NO

IS

SU

ED

F

OR

M D

O T

M T.

P

LE

AS

AN

T

TS

C R

O O

F R

E P

LA

C

E M

E N

T

C

O P

O R

A T

E D

R

M T

P

L E

A S

A N

T

M I

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

, M 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

IC

H

IG

A

N

K Y

L E

G U

E R

R A

N T

, A C

T

IN

G D

IR

E

C T

O R

FA

C

IL

IT

IE

S

A N

D B

U S

IN

E

S S

S E

R V

IC

E

S A

D M

IN

IS

T R

A T

IO

N

D E

S

IG

N A

N D

C O

N

ST

R U

C T

IO

N

D

IV

IS

IO

N

FI

LE

N

O.

B

ID

S/

PE

RM

IT

S

AR

C

HI

TE

C T

PR

OJ

EC

T

NO

IN

DE

X N O.

FI

N A L

RE

C

OR

D

C O N

ST

RU

C

TI

O N

DR

AW

N

DE

SI

GN

ED

AP

PR

OV

ED

C

HE

C

KE

D

P.

A.

K

D.

P.

L./

R.

E.

L./

R.

E.

G.

D.

P.

L./

R.

E.

G.

AD103

/1

7/

1" = 10'-0"

1 DEMOLITION ROOF PLAN

PLAN

NORTH

1 EXISTING MEMBRANE ROOFING AND TAPERED INSULATION TO BE

REMOVED. POST MEMBRANE REMOVAL AND INSULATION REMOVAL,

INSPECT DECKING; REPLACE/REPAIR AS REQUIRED.

2 EXISTING COPING/GRAVEL STOP TO BE REMOVED. POST COPING REMOVAL,

INSPECT CONTINUOS NAILER AND REMOVE/REPLACE ANY DAMAGED AREAS

AS REQUIRED.

3 EXISTING ROOF DRAINS TO REMAIN. INSPECT EXISTING COVER(S) AND

REPLACE AS REQUIRED.

4 EXISTING ROOF HATCH TO REMAIN. CONTRACTOR TO CHECK FOR PROPER

OPERATION AND REPAIR/SERVICE AS REQUIRED.

5 EXISTING EXHAUST FAN TO REMAIN. CONTRACTOR TO VERIFY LOCATION

AND QUANTITY DURING DEMOLITION.

6 EXISTING VENT TO REMAIN. CONTRACTOR TO VERIFY LOCATION(S) DURING

DEMOLITION.

7 EXISTING WEATHERHEAD TO REMAIN.

8 EXISTING VENT STACKS TO REMAIN; VERIFY QUANTITY IN FIELD.

COORDINATE WITH OWNER SPECIFIC VENT STACKS THAT ARE TO BE

REMOVED DURING DEMOLITION.

9 EXISTING SKYLIGHT AND INTERIOR LIGHT WELL TO BE REMOVED.

10 EXISTING OVERFLOW.

KEYNOTES #

A. REFER TO A002 FOR WALL TYPES, DETAILS, AND ADDITIONAL

INFORMATION.

B. REFER TO A120 SERIES DRAWINGS FOR REFLECTED CEILING PLANS

AND DETAILS.

C. REFER TO A140 SERIES DRAWINGS FOR FINISH PLANS, SCHEDULES,

AND DETAILS.

D. REFER TO A160 SERIES DRAWINGS FOR FURNITURE AND EQUIPMENT

PLANS AND SCHEDULES.

E. REFER TO A600 SERIES DRAWINGS FOR DOOR SCHEDULE, WINDOW

SCHEDULE, DETAILS, AND BASIS OF DESIGN.

F. ALL DOORS TO BE LOCATED 4" FROM DRYWALL ADJACENT WALL

UNLESS OTHERWISE NOTED.

G. ALIGN FACES OF MASONRY AND STUD WALLS INDICATED IN THE

SAME PLANE ON PLANS, U.O.N.

GENERAL NOTES

A321

A321

A321

A321

A321

A321

A321

A321

SIM

A321

SIM1

A321

SIM1

A322

A322

A322

79' - 11" - V.I.F. 185' - 6" - V.I.F.

1/

2"

V .I.

F.

/2

V .I.

F.

3'

-3

- V .I.

F.

153' - 2" - V.I.F. 32' - 4" - V.I.F.

6'

-0

V .I.

F.

33' - 11" - V.I.F. 23' - 10" - V.I.F. 151'-11" - V.I.F.

1'-3" - V.I.F.

2'

9"

V .I.

F.

V .I.

F.

'-1

- V .I.

F.

8' - 9" 71' - 2"

V

.I.

F.

'-8

- V

.I.

F.

'-9

- V

.I.

F.

1"

V

.I.

F.

8' - 9" - V.I.F. 14'-8" - V.I.F.

ROOF AREAS:

LOW ROOF - 8,900 SF

HIGH ROOF - 21,926 SF

TOTAL - 30,826 SF

69' - 3" - V.I.F. 10' - 8" - V.I.F.

A322

A322

A322

A322

A322

A322

4 4

4 4

SHADED AREA INDICATES AREA

OF SLOPED STRUCTURE.

SHADED AREA INDICATES AREA

OF SLOPED STRUCTURE.

RIDGE RIDGE

RIDGE

R

ID

G E

R

ID

G E

RIDGE

RIDGE

A

1/

0.

D

PL

Y2

DA

TE

SH

EE

T

ID

EN

TI

FIC

AT

IO

N

NO

IS

SU

ED

F

OR

M D

O T

M T.

P

LE

AS

AN

T

TS

C R

O O

F R

E P

LA

C

E M

E N

T

C

O P

O R

A T

E D

R

M T

P

L E

A S

A N

T

M I

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

, M 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

IC

H

IG

A

N

K Y

L E

G U

E R

R A

N T

, A C

T

IN

G D

IR

E

C T

O R

FA

C

IL

IT

IE

S

A N

D B

U S

IN

E

S S

S E

R V

IC

E

S A

D M

IN

IS

T R

A T

IO

N

D E

S

IG

N A

N D

C O

N

ST

R U

C T

IO

N

D

IV

IS

IO

N

FI

LE

N

O.

B

ID

S/

PE

RM

IT

S

AR

C

HI

TE

C T

PR

OJ

EC

T

NO

IN

DE

X N O.

FI

N A L

RE

C

OR

D

C O N

ST

RU

C

TI

O N

DR

AW

N

DE

SI

GN

ED

AP

PR

OV

ED

C

HE

C

KE

D

P.

A.

K

D.

P.

L./

R.

E.

L./

R.

E.

G.

D.

P.

L./

R.

E.

G.

A103

/1

7/

KEYNOTES #

1 90 MIL ELEVATE RUBBERGARD EPDM ROOFING (OR EQUAL) ON

TAPERED INSULATION. PROVIDE TAPERED INSULATION TO PROVIDE

1/4" PER FOOT ROOF SLOPE.

2 FIELD VERIFY EXISTING VENT STACKS.

3 LOCATION OF REMOVED EXISTING SKYLIGHTS. PROVIDE NEW

DECKING AND FRAMING INFILL TO MATCH EXISTING AND SECURE

ACCORDINGLY. PROVIDE CEILING TILES AND TRACK (INTERIOR) TO

MATCH EXISTING ONCE EXISTING LIGHT WELL HAS BEEN REMOVED.

4 EXISTING MECHANICAL EXHUAST FANS AND VENTS TO REMAIN.

VERIFY IN FIELD AS REQUIRED.

5 EXISTING ROOF HATCH TO REMAIN.

6 O'KEEFE'S INC 503A ACCESS LADDER (OR EQUAL). SEE

MANUFACTURER'S RECOMMENDATIONS FOR ATTACHMENT TO

EXISTING WALL.

7 EXISTING ROOF DRAIN TO REMAIN AND RE-USED. INSPECT, CLEAN,

AND/OR REPLACE IF REQUIRED.

8 EXISTING OVERFLOW DRAIN TO REMAIN AND RE-USED. CLEAN,

INSPECT, AND/OR REPLACE IF REQUIRED.

9 32" W ROOF WALK-OFF MAT, 165 LF, V.I.F., SEE SPECIFICATIONS.

1" = 10'-0"

1 NEW ROOF PLAN

PLAN

NORTH

T.O. MASONRY (HIGH)

19' - 4"

EXISTING 1 1/2" METAL

ROOF DECKING TO

REMAIN

ELEVATE RUBBERGARD

EPDM ROOFING (OR

EQUAL) - BASIS OF DESIGN.

ELEVATE ISOGARD 6"

TAPERED INSULATION (OR

EQUAL) - BASIS OF DESIGN

EXISTING CMU - V.I.F. AS

REQUIRED.

EXISTING OVERHEAD

DOOR

ELEVATE ADVANTEDGE

METAL EDGE SYSTEM (OR

EQUAL) - BASIS OF DESIGN.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

2X NAILER(S) TO MATCH EXISTING.

NAILER MUST BE INSTALLED TO

ADHERE TO APPLICABLE BUILDING

CODES OR 200 LB PER LINEAR

FOOT MIN IN ANY DIRECTION.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

COVER BOARD

EXISTING 1 1/2" METAL

ROOF DECKING TO

REMAIN

ELEVATE RUBBERGARD

EPDM ROOFING (OR

EQUAL) - BASIS OF DESIGN.

ELEVATE ISOGARD 6"

TAPERED INSULATION (OR

EQUAL) - BASIS OF DESIGN

PROVIDE TREATED

BLOCKING AS REQUIRED AT

RIDGE.

EXISTING ROOF STRUCTURE -

V.I.F. AS REQUIRED

EXISTING CMU - V.I.F. AS

REQUIRED.

EXISTING ROOF

STRUCTURE - V.I.F. AS

REQUIRED

COVER BOARD

T.O. MASONRY (HIGH)

19' - 4"

EXISTING 1 1/2" METAL ROOF

DECKING TO REMAIN

ELEVATE RUBBERGARD

EPDM ROOFING (OR

EQUAL) - BASIS OF DESIGN.

ELEVATE ISOGARD 6" TAPERED

INSULATION (OR EQUAL) ON COVER

BOARD - BASIS OF DESIGN

EXISTING CMU - V.I.F. AS

REQUIRED.

ELEVATE ADVANTEDGE

METAL EDGE SYSTEM (OR

EQUAL) - BASIS OF DESIGN.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

2X NAILER(S) TO MATCH EXISTING.

NAILER MUST BE INSTALLED TO

ADHERE TO APPLICABLE BUILDING

CODES OR 200 LB PER LINEAR

FOOT MIN IN ANY DIRECTION.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

EXISTING ROOF

STRUCTURE - V.I.F. AS

REQUIRED

T.O. MASONRY (HIGH)

19' - 4"

EXISTING 1 1/2" METAL

ROOF DECKING TO

REMAIN

ELEVATE RUBBERGARD

EPDM ROOFING (OR

EQUAL) - BASIS OF DESIGN.

ELEVATE ISOGARD 6"

TAPERED INSULATION (OR

EQUAL) - BASIS OF DESIGN

EXISTING CMU - V.I.F. AS

REQUIRED.

EXISTING ROOF

STRUCTURE - V.I.F.

AS REQUIRED

ELEVATE ADVANTEDGE

METAL EDGE SYSTEM (OR

EQUAL) - BASIS OF DESIGN.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

2X NAILER(S) TO MATCH EXISTING.

NAILER MUST BE INSTALLED TO

ADHERE TO APPLICABLE BUILDING

CODES OR 200 LB PER LINEAR

FOOT MIN IN ANY DIRECTION.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

COVER BOARD

T.O. MASONRY (HIGH)

19' - 4"

ELEVATE ADVANTEDGE

METAL EDGE SYSTEM (OR

EQUAL) - BASIS OF DESIGN.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

2X NAILER(S) TO MATCH EXISTING.

NAILER MUST BE INSTALLED TO

ADHERE TO APPLICABLE BUILDING

CODES OR 200 LB PER LINEAR

FOOT MIN IN ANY DIRECTION.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

EXISTING 1 1/2" METAL ROOF

DECKING TO REMAIN

ELEVATE RUBBERGARD

EPDM ROOFING (OR

EQUAL) - BASIS OF DESIGN.

ELEVATE ISOGARD 6" TAPERED

INSULATION (OR EQUAL) ON COVER

BOARD - BASIS OF DESIGN

EXISTING CMU - V.I.F. AS

REQUIRED.

EXISTING ROOF

STRUCTURE - V.I.F. AS

REQUIRED

EXISTING 1 1/2" METAL

ROOF DECKING TO

REMAIN

ELEVATE RUBBERGARD

EPDM ROOFING (OR

EQUAL) - BASIS OF DESIGN.

ELEVATE ISOGARD 6"

TAPERED INSULATION (OR

EQUAL) ON COVER BOARD -

BASIS OF DESIGN

EXISTING ROOF STRUCTURE -

V.I.F. AS REQUIRED

EXISTING CMU - V.I.F. AS

REQUIRED.

PROVIDE TREATED

BLOCKING AS REQUIRED AT

RIDGE.

EXISTING ROOF

STRUCTURE - V.I.F. AS

REQUIRED

EXISTING 1 1/2" METAL

ROOF DECKING TO

REMAIN

T.O. MASONRY (HIGH)

19' - 4"

T.O. MASONRY (LOW)

14' - 0"

M

IN8"

O'KEEFFE'S INC 503A ACCESS LADDER

(OR EQUAL). SEE MANUFACTURER'S

RECOMMENDATIONS FOR ATTACHMENT

TO EXISTING WALL.

5'

4"

V .I.

F.

S

E E

M A

N U

FA

C

TU

R

E R

'S S

P E

C

IF

IC

A

TI

O

N S

ELEVATE ADVANTEDGE

METAL EDGE SYSTEM (OR

EQUAL) - BASIS OF DESIGN.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

2X NAILER(S) TO MATCH EXISTING.

NAILER MUST BE INSTALLED TO

ADHERE TO APPLICABLE BUILDING

CODES OR 200 LB PER LINEAR

FOOT MIN IN ANY DIRECTION.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

ELEVATE RUBBERGARD

EPDM ROOFING (OR

EQUAL) - BASIS OF DESIGN.

ELEVATE ISOGARD 6"

TAPERED INSULATION (OR

EQUAL) ON COVER BOARD -

BASIS OF DESIGN

EXISTING ROOF

STRUCTURE - V.I.F. AS

REQUIRED

EXISTING CMU - V.I.F. AS

REQUIRED.

EXISTING ROOF

STRUCTURE - V.I.F. AS

REQUIRED

EXISTING 1 1/2" METAL

ROOF DECKING TO

REMAIN

ELEVATE RUBBERGARD

EPDM ROOFING (OR

EQUAL) - BASIS OF DESIGN.

ELEVATE ISOGARD 6"

TAPERED INSULATION (OR

EQUAL) ON COVER BOARD -

BASIS OF DESIGN

A321

T.O. MASONRY (LOW)

14' - 0"

8" M

IN

EXISTING 1 1/2" METAL

ROOF DECKING TO

REMAIN

ELEVATE RUBBERGARD

EPDM ROOFING (OR

EQUAL) - BASIS OF DESIGN.

ELEVATE ISOGARD 6"

TAPERED INSULATION (OR

EQUAL) ON COVER BOARD -

BASIS OF DESIGN

3/4" TREATED PLYWOOD

BACKING ATTACHED TO

EXISTING MASONRY.

V .I.

F.

O'KEEFFE'S INC 503A ACCESS

LADDER (OR EQUAL). SEE

MANUFACTURER'S

RECOMMENDATIONS FOR

ATTACHMENT TO EXISTING WALL.

EXISTING CMU - V.I.F. AS

REQUIRED.

REMOVABLE METAL

COUNTER FLASHING.

TERMINATION BAR.

SLOPED FOR POSITIVE

DRAINAGE METAL FLASHING.

A

1/

0.

D

PL

Y2

DA

TE

SH

EE

T

ID

EN

TI

FIC

AT

IO

N

NO

IS

SU

ED

F

OR

M D

O T

M T.

P

LE

AS

AN

T

TS

C R

O O

F R

E P

LA

C

E M

E N

T

C

O P

O R

A T

E D

R

M T

P

L E

A S

A N

T

M I

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

, M 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

IC

H

IG

A

N

K Y

L E

G U

E R

R A

N T

, A C

T

IN

G D

IR

E

C T

O R

FA

C

IL

IT

IE

S

A N

D B

U S

IN

E

S S

S E

R V

IC

E

S A

D M

IN

IS

T R

A T

IO

N

D E

S

IG

N A

N D

C O

N

ST

R U

C T

IO

N

D

IV

IS

IO

N

FI

LE

N

O.

B

ID

S/

PE

RM

IT

S

AR

C

HI

TE

C T

PR

OJ

EC

T

NO

IN

DE

X N O.

FI

N A L

RE

C

OR

D

C O N

ST

RU

C

TI

O N

DR

AW

N

DE

SI

GN

ED

AP

PR

OV

ED

C

HE

C

KE

D

P.

A.

K

D.

P.

L./

R.

E.

L./

R.

E.

G.

D.

P.

L./

R.

E.

G.

A321

/1

7/

3/4" = 1'-0"

1 SECTION DETAIL

3/4" = 1'-0"

2 SECTION DETAIL

3/4" = 1'-0"

3 SECTION DETAIL

3/4" = 1'-0"

4 SECTION DETAIL

3/4" = 1'-0"

5 SECTION DETAIL

3/4" = 1'-0"

6 SECTION DETAIL

3/4" = 1'-0"

7 SECTION DETAIL

1 1/2" = 1'-0"

8 ENLARGED FLASHING DETAIL

T.O. MASONRY (LOW)

14' - 0"

EXISTING 1 1/2" METAL

ROOF DECKING TO

REMAIN

ELEVATE RUBBERGARD

EPDM ROOFING (OR

EQUAL) - BASIS OF DESIGN.

ELEVATE ISOGARD 6"

TAPERED INSULATION (OR

EQUAL) ON COVER BOARD-

BASIS OF DESIGN

EXISTING CMU - V.I.F. AS

REQUIRED.

ELEVATE ADVANTEDGE

METAL EDGE SYSTEM (OR

EQUAL) - BASIS OF DESIGN.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

2X NAILER(S) TO MATCH EXISTING.

NAILER MUST BE INSTALLED TO

ADHERE TO APPLICABLE BUILDING

CODES OR 200 LB PER LINEAR

FOOT MIN IN ANY DIRECTION.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

EXISTING STEEL BEAM -

V.I.F. AS REQUIRED

NOTE:

ALIGN BLOCKING W/ TOP OF

TAPERED INSULATION, TYP.

T.O. MASONRY (LOW)

14' - 0"

EXISTING 1 1/2" METAL

ROOF DECKING TO

REMAIN

ELEVATE RUBBERGARD

EPDM ROOFING (OR

EQUAL) - BASIS OF DESIGN.

ELEVATE ISOGARD 6"

TAPERED INSULATION (OR

EQUAL) ON COVER BOARD -

BASIS OF DESIGN

EXISTING CMU - V.I.F. AS

REQUIRED.

ELEVATE ADVANTEDGE

METAL EDGE SYSTEM (OR

EQUAL) - BASIS OF DESIGN.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

2X NAILER(S) TO MATCH EXISTING.

NAILER MUST BE INSTALLED TO

ADHERE TO APPLICABLE BUILDING

CODES OR 200 LB PER LINEAR

FOOT MIN IN ANY DIRECTION.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

EXISTING STEEL BEAM -

V.I.F. AS REQUIRED

NOTE:

ALIGN BLOCKING W/ TOP OF

TAPERED INSULATION, TYP.

T.O. MASONRY (LOW)

14' - 0"

EXISTING 1 1/2" METAL

ROOF DECKING TO

REMAIN

ELEVATE RUBBERGARD

EPDM ROOFING (OR

EQUAL) - BASIS OF DESIGN.

ELEVATE ISOGARD 6"

TAPERED INSULATION (OR

EQUAL) ON COVER BOARD -

BASIS OF DESIGN

EXISTING CMU - V.I.F. AS

REQUIRED.

ELEVATE ADVANTEDGE

METAL EDGE SYSTEM (OR

EQUAL) - BASIS OF DESIGN.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

2X NAILER(S) TO MATCH EXISTING.

NAILER MUST BE INSTALLED TO

ADHERE TO APPLICABLE BUILDING

CODES OR 200 LB PER LINEAR

FOOT MIN IN ANY DIRECTION.

1 1/4" HOT DIPPED

GALVANIZED ROOF NAILS AT

12" O.C.

EXISTING STEEL BEAM -

V.I.F. AS REQUIRED

NOTE:

ALIGN BLOCKING W/ TOP OF

TAPERED INSULATION, TYP.

A

1/

0.

D

PL

Y2

DA

TE

SH

EE

T

ID

EN

TI

FIC

AT

IO

N

NO

IS

SU

ED

F

OR

M D

O T

M T.

P

LE

AS

NA

T

TS

C R

O O

F R

E P

LA

C

E M

E N

T

C

O P

O R

A T

E D

R

M T

P

L E

A S

A N

T

M I

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

, M 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

IC

H

IG

A

N

K Y

L E

G U

E R

R A

N T

, A C

T

IN

G D

IR

E

C T

O R

FA

C

IL

IT

IE

S

A N

D B

U S

IN

E

S S

S E

R V

IC

E

S A

D M

IN

IS

T R

A T

IO

N

D E

S

IG

N A

N D

C O

N

ST

R U

C T

IO

N

D

IV

IS

IO

N

FI

LE

N

O.

B

ID

S/

PE

RM

IT

S

AR

C

HI

TE

C T

PR

OJ

EC

T

NO

IN

DE

X N O.

FI

N A L

RE

C

OR

D

C O N

ST

RU

C

TI

O N

DR

AW

N

DE

SI

GN

ED

AP

PR

OV

ED

C

HE

C

KE

D

P.

A.

K

D.

P.

L./

R.

E.

L./

R.

E.

G.

D.

P.

L./

R.

E.

G.

A322

/1

7/

3/4" = 1'-0"

1 SECTION DETAIL

3/4" = 1'-0"

2 SECTION DETAIL

3/4" = 1'-0"

3 SECTION DETAIL

A

1/

0.

D

PL

M D

O T

M T.

P

LE

AS

AN

T

TS

C R

O O

F R

E P

LA

C

E M

E N

T Y2

DA

TE

SH

EE

T

ID

EN

TI

FIC

AT

IO

N

NO

IS

SU

ED

F

OR

C

O P

O R

A T

E D

R

M T

P

L E

A S

A N

T

M I

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

, M 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

IC

H

IG

A

N

K Y

L E

G U

E R

R A

N T

, A C

T

IN

G D

IR

E

C T

O R

FA

C

IL

IT

IE

S

A N

D B

U S

IN

E

S S

S E

R V

IC

E

S A

D M

IN

IS

T R

A T

IO

N

D E

SI

G

N A

N D

C O

N

ST

R U

C T

IO

N

D

IV

IS

IO

N

FI

LE

N

O.

B

ID

S/

PE

RM

IT

S

AR

C

HI

TE

C T

PR

OJ

EC

T

NO

IN

DE

X N O.

FI

N A L

RE

C

OR

D

C O N

ST

RU

C

TI

O N

DR

AW

N

DE

SI

GN

ED

AP

PR

OV

ED

C

HE

C

KE

D

P.

A.

K

D.

P.

L./

R.

E.

L./

R.

E.

G.

D.

P.

L./

R.

E.

G.

A501

/1

7/

NOTE:

EXISTING DRAINS/OVERFLOWS TO REMAIN.

REPLACE STRAINER BASKET IF APPLICABLE.