171-25046.CTS - Jerome T. Hart State Office Building_IFB DWGS_092625_PT-1.pdf

100 S. JEFFERSON AVENUE, SUITE 601

SAGINAW, MICHIGAN 48607

PHONE: (989) 752-8107

EMAIL: DESIGN@WTAARCH.COM

OFFICE OF THE ARCHITECT:

ARCHITECTS

MECHANICAL & ELECTRICAL ENGINEER:

MATRIX CONSULTING ENGINEERS, INC.

544 CHERBOURG DRIVE

LANSING, MI 48917

PHONE: (517) 487-2511

PROJECT LOCATION

GENESEE AVE.

TUSCOLA ST.

N

JE

F F

E R

S O

N A

V E

JOHNSON ST.

N F

R A

N K

L

IN

S T

N W

A S

H

IN

G T

O N

A V

E

I-675

FEDERAL AVE.

SAGINAW

PROJECT LOCATION

ARCHITECTURAL SYMBOL LEGEND

ROOM NAME

A100A

ROOM IDENTIFIER:

DOOR IDENTIFIER:

A100.1

GRADE CLUSTER

ROOM NUMBER

KEYED NOTES:

MATERIAL KEYNOTE

(HEXAGON w/ NUMBER)

PLUMBING OR EQUIPMENT

(HEXAGON w/ LETTER)

PLAN KEYNOTE

(SQUARE w/ NUMBER)

ROOF PLAN KEYNOTE

(SQUARE w/ "R" AND NUMBER)

PLAN DEMOLITION KEYNOTE

(TRIANGLE w/ NUMBER)

SITE DEMOLITION KEYNOTE

(TRIANGLE w/ LETTER)

DEMOLITION IDENTIFIER:

ALTERATION CLOUD:

ITEM TO BE REMOVED

INDICATES A CHANGE TO

THE CONSTRUCTION

DOCUMENTS VIA

ADDENDUM, BULLETIN,

AND CHANGE ORDER

A1.01

A7.07

A5.05

A2.02

REFERENCE BUBBLES:

ADDITIONAL IDENTIFIERS:

INTERIOR ELEVATION IDENTIFIER:

ALTERATION IDENTIFIER:

8/A8.08

DOOR FRAME TYPE

(OVAL w/ "F" AND NUMBER)

DOOR TYPE

(OVAL w/ "D" AND NUMBER)

WINDOW TYPE

(OVAL w/ "W" AND NUMBER)

WALL TYPE

(DIAMOND w/ NUMBER)

ADDENDUM IDENTIFIER

(RHOMBUS w/ NUMBER)

BULLETIN IDENTIFIER

(RHOMBUS w/ NUMBER)

CHANGE ORDER IDENTIFIER

(RHOMBUS w/ NUMBER)

LOCATION NUMBER

SHEET NUMBER

ALTERNATE NO. 2

LOCATION NUMBER

SHEET NUMBER

DETAIL MARK

BUILDING

SECTION

ENLARGED

DETAIL OR

PLAN

UNIT LETTER

UNIT LETTER

2.1

F2

D2

W2

MATCH LINE:

MATCH LINE

SITE PLAN KEYNOTE

(SQUARE w/ LETTER)

TEXT-X

FLOORING/FINISH KEYNOTE

(RECTANGLE w/ TEXT)

ROOM NUMBER

OPTIONAL LETTER

GRADE CLUSTER

DOOR NUMBER

A

A

A

R1

ROOM FINISH TAG:

ROOM NAME

NO. BASE

FLOOR

REMARK

WALL

NO. = ROOM NUMBER

BASE = BASE MAT'L

FLOOR = FLOOR MATL

REMARK = REFER TO

SCHEDULE OF

REMARKS

ARCHITECTURAL MATERIAL LEGEND

GYPSUM BOARD

(SECTION)

GYPSUM BOARD

(CEILING/ELEVATION)

BRICK MASONRY

STUD WALL

(PLAN)

BATT INSULATION

SOUND ATTENUATION

BLANKETS/SPRAYED INSUL.

RIGID INSULATION &

RIGID INSULATION BOARD

DIMENSIONAL LUMBER

FINISH LUMBER

STEEL

(SECTION)

SUSPENDED CEILING TILE

TILE ON MORTAR BED

BACKER BOARD

PARTICLE BOARD &

PLYWOOD

CONCRETE

CONCRETE WALK

(PLAN)

GRAVEL OR STONE

AS INDICATED

COMPACTED SAND FILL

GROUT

ENGINEERED FILL

STONE

SOLID SURFACE

MORTAR NET

CEMENT BOARD

(SECTION)

CONCRETE MASONRY

CAST STONE

SCHEDULE OF ALTERNATES

ALTERNATE NO. 1:

DEDUCT: SOUTHWEST AREA RENOVATIONS

ALTERNATE NO. 2:

DEDUCT: SOUTHEAST AREA RENOVATIONS

(INCLUDES ENTRANCE REPLACEMENT)

DEPARTMENT OF TECHNOLOGY,

MANAGEMENT AND BUDGET (DTMB)

411 E. GENESEE AVE

SAGINAW, MI 48607

OWNER:

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

INDEX OF DRAWINGS:CONTACTS:

SHEET TITLE

FILE NO.

171/25046.CTS

/2

/2

:1

:5

P

M C

U se rs

\r so va \D o cu m e n ts

\C E

N T

R A

L -2

-S a g in a w

S tO ff ic e R e p la ce E n t_

V rs o va

W T

A .r vt W

T A

2025009

SEPT. 26, 2025

J.R.G.

JEROME T. HART

STATE OFFICE BUILDING

TS

SAGINAW, MI 48607

EXTERIOR ENTRANCE REPLACEMENT FOR:

JEROME T. HART

STATE OFFICE BUILDING

EXTERIOR ENTRANCE

REPLACEMENT FOR:

SAGINAW, MI 48607

TITLE SHEET

TS TITLE SHEET MECHANICAL

M100 MECHANICAL SYMBOLS, ABBREVIATIONS, &

NOTES

M300 BASEMENT FLOOR PLAN - MECHANICAL

DEMOLITION

M400 SITE PLAN - MECHANICAL NEW

M401 BASEMENT FLOOR PLAN - MECHANICAL NEW

M900 MECHANICAL SCHEDULES & DETAILS

ELECTRICAL

E100 ELECTRICAL COVER SHEET

E300 ELECTRICAL FLOOR PLAN - DEMO

E301 ELECTRICAL FLOOR PLAN - DEMO

E400 ELECTRICAL FLOOR PLAN - LIGHTING

E401 ELECTRICAL FLOOR PLAN - LIGHTING

E500 ELECTRICAL BASEMENT PLAN - POWER

ARCHITECTURAL

A1.00 SITE DEMOLITION PLAN

A1.01 ARCHITECTURAL SITE PLAN & DETAILS

A2.01 FIRST FLOOR MASTER PLAN & PARTIAL

BASEMENT PLAN

A2.31 ENLARGED SOUTHEAST AREA PLAN & DETAILS

A2.32 ENLARGED NORTHWEST AREA PLAN & DETAILS

A2.33 ENLARGED NORTHEAST AREA PLAN & DETAILS

A3.21 DOOR & FRAME SCHEDULE, TYPES AND DETAILS

LANDSCAPE

L1.00 SITE GRADING PLAN - SOUTH AREA

L1.01 SITE GRADING PLAN - NORTH AREA

L1.02 LANDSCAPE PLAN - SOUTH AREA

L1.03 LANDSCAPE PLAN - NORTH AREA

L1.04 SITE IRRIGATION PLAN

CIVIL

C1.0 TOPOGRAPHIC SURVEY AND EXISTING SITE

LAYOUT

NO. REVISION DATE

ISSUE FOR BIDS 09/26/25

.58

.24

.38

.70

.74

.43590

.44

.74589

.66

.71

.93

.39

.82

.78589

.84

.92

.14

.08

.82

.83

.71

.19589

.95

.98

.19

.48

.21

.36

.75

.73

.07

.15590 .22

.93

.77

.70

.65590

.36590 .74

.51

.61

.61590

.81590 .48

.52

.26

.32

.42

.67590

.42

.57

.46

.39589

.99

.70

.13

.77

.68

.62

.00

.70

.09

.69

.15

.00589

.98589 .87

.78

.90

.14

.02

.15

.21

.76

.90

.94

.08

.08

.78

.61

.62

.70

.29

.39

.54

.54

.49

.64

.53

.82

.17

.98

.26

.79591

.32

.36

.19 590

.15

.84

.80

.93

.02

.71

.14

.06

.91 592

.22

.23 592 .17

.61

.04

.46

.87

.14

.95

.98

.95

.90

.89

.86

.93

.01

.16

4.1

.46

.01

.00

.08594

.12

.12

.97

.05

.59591

.55

.12

.55

.55

.55

.55

.84591

.15

.50

.89

.60

.16

.92

.39

.20

.75

.53

.39

.09

.34

.91

.30

.68

.02

.48590

.88

.26

.66

.08

.57

.65

.12

.19

.83

.38

.54

.82591 .14

.30

.36

.84

.67

.68

.27 590

.76

.71

.93

.85 590

.95590 .76

.96

.82

.92

.85

.12

.19

.94

.11

.22

.39

.26

.39

.22

.17591

.03

.04

.24

.46

.17

.56

.65

.76

.71

.50

.13

.04

.72 589

.85

.54

.49590 .34

.87

.87

.95

.00

.91

.81

.01

.74

.39

.14

.94

.25

.01591

.81589 .86

.74

.33

.64

.04

.11591

.61589 .78

.60

.75

.21

.58

.34

.02 590

.48

.82590 .80590

.44

.33

.91

.32

.98

.63

.84

.87

.09

.19

.09

.08

.71

.88

.90

.09

.04

.41

.73

.90

EX. BUILDING

EX. PICNIC TABLE (TYP.)

EX

. L

OA

DI

NG

D

OC

K

EX

. L

OA

DI

NG

D

OC

K

EX. BENCH (TYP.)

EX. RAMP

EX. CATCH BASIN

RIM=589.01

EX. CATCH BASIN

RIM=589.17

EX. CATCH BASIN

RIM=593.98

EX. CATCH BASIN

RIM=594.04

E

E

EX. PHONE MANHOLE

S

S

S

S S

S

S

S

S

S S

S

SS

S

S

S

S

S S S

FINISHED FLOOR

ELEV.=594.06 FINISHED FLOOR

ELEV.=594.14

FINISHED FLOOR

ELEV.=594.10

FINISHED FLOOR

ELEV.=594.16

FINISHED FLOOR

ELEV.=593.99

EX. ADA PUSH

BUTTON

EX. MAILBOX

EX. ADA DETECTABLE

WARNING SURFACE

DS

DS

DS

.46

.57

.66

.62

.67

.61

.33

.15583

.17583 .47

.19

.28

.10

.60

.92

.59586

.48

.94587

.64

.52

.32

.78

.86

.93

.82

.90

.81

.76

.89

.98

.05

.84

.56

.14

.22

.58

.85

.92

.89

.98

.81

.61

.30

.55

.59

.68

.79

.93

.01

.98

.78

.80

.87

.94

.20

.41

.94

.15

.85

.98

.93

.94

.85

.00

.98

.93

.46

.90

.80

.90

.94

.86

.95

.91

.80

.52

.75

.97

.10

.93

.98

.99

.97593

.83

.98

.47

.38

.04

.58

.17594

.20

.07

.92

.96

.99 593 .03

.01

.68

.64

.87

.97

.14

.18

.10

.73

.40

.28

.16

.39

.33

.19593

.78

.67

.04

.05

.83

.90591

.14591 .36

.18

.34591

.60592 .42593

.73

.76

.66

.16

.36

.00

.42

.50

.61

.00594 .01

.92

.96

EX. RAMP

EX. ECHOWALL

S

S

S

S S

S S

S S

S

S S

S

S

S S

S

S

S

S

S

I I

I

I

I

I

I

DS

BM#1

ELEV.=590.08

BM#2

ELEV.=593.96

589590

591 592 593

EX. CATCH BASIN

RIM=593.86

EX. CATCH BASIN

RIM=593.85

EX. SIGN

EX. SIGN

EX. SIGN

EX. BRICK

EX. STONE

EX. STONE

EX. STONE

EX. STONE

EX. GRASS

EX. STONE

EX. MANHOLE

RIM=590.71

EX. MANHOLE

RIM=590.85

E. GENESEE AVE

N.

JE

FF

ER

SO

N

AV

E

EX. CATCH BASIN

RIM=582.34

EX. WALL

EX. WALL

EX. WALL

EX. WALL

EX. WALL

EX. WALL

EX. WALL

EX. LANDSCAPE AREA

FINISHED FLOOR

ELEV.=593.99

FINISHED FLOOR

ELEV.=593.99

EX. BUILDING

OVERHANG EX. STONE

NOT TO SCALE

LOCATION MAP

TOPOGRAPHIC SURVEY AND EXISTING SITE LAYOUT

SCALE: 1" = 20'

SITE

TO

PO

GR

AP

HI

C

SU

RV

EY

A

ND

E

XI

ST

IN

G

SI

TE

LA

YO

UT

C1.0

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0 20 401020

Know what's below.

before you dig.Call

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SHEET

PROJ #: 25-0088-0156

DRAWN BY:

M. HORGER-HILL

DES'D BY:

M. HORGER-HILL

CHCK'D BY:

J. WHEELER

SA

GI

NA

W

S

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BU

ILD

IN

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ME

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AS

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EX. STORM CATCH BASIN/MANHOLE

EX. GAS LINES

EX. BITUMINOUS PAVEMENT

EX. SIGN WITH POST

EX. LIGHT POLE

EX. SPOT GRADE

EX. WOOD FENCE

EX. CHAINLINK FENCE

EX. HYDRANT

EX. STEEL POST/BOLLARD

EX. STORM CURB INLET

EX. CONTOUR (C-CONT-MJR LAYER)

EX. CONTOUR (C-CONT-MNR LAYER)

EX. BUILDINGS

GAS

.36

EX. DOWNSPOUT

EX. FLAG POLE

EX. CONCRETE PAVEMENT

(C. OR CONC.)

EX. ELECTRICAL BOX

EX. TRANSFORMER

EX. SANITARY MANHOLE

T

E

DS

LEGEND

EX. SPRINKLERS

EX. IRRIGATION CONTROL BOXI

THE UTILITY LOCATIONS AS HEREIN SHOWN ARE BASED ON FIELD OBSERVATIONS AND

A CAREFUL REVIEW OF MUNICIPAL AND UTILITY RECORDS. HOWEVER, IT IS NOT

POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY

OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC FIELDS

WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OF

COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREIN SHOWN. THE

CONTRACTOR SHALL CALL "MISS DIG" AT (811) A MINIMUM OF THREE WORKING DAYS

PRIOR TO ANY EXCAVATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

TO VERIFY THESE LOCATIONS PRIOR TO CONSTRUCTION AND MAKE EVERY EFFORT TO

PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL NOTIFY

THE ENGINEER OF DESIGN AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS

FOUND.

NO.1 - TOP OF SQUARE LIGHT POLE BASE AT THE SOUTHWEST SIDE OF SITE.

ELEVATION = 590.08 (NAVD 88 DATUM)

NO.2 - TOP NUT OF FIRE HYDRANT ON THE EAST SIDE OF SITE, ON THE WEST SIDE OF

NORTH JEFFERSON AVE.

ELEVATION = 593.96 (NAVD DATUM)

NO.3 - ARROW ON TOP OF FIRE HYDRANT IN THE NORTHWEST CORNER OF THE

PARKING LOT IN CONCRETE SIDEWALK

ELEVATION = 592.43 (NAVD DATUM)

BENCHMARK

UTILITY NOTE

CARROLL ST

E GENESEE AVE

FEDERAL AVE

JANES AVE

HAYDEN ST

MILLARD ST

TUSCOLA ST

JOHNSON ST

LAPEER AVE

FEDERAL AVE

MILLARD ST

N.

JE

FF

ER

SO

N

AV

E

N.

W

AR

RE

N

AV

E

N.

2N

D

AV

E

N.

3R

D

AV

E

N.

4T

H

AV

E

N.

2N

D

AV

E

N.

3R

D

AV

E

N.

4T

H

AV

E S.

4T H

AV

E

S.

3R

D

AV

E

S.

2N

D

AV

E

S.

W

AR

RE

N

AV

E

S.

W

EA

DO

CK

A

VE

N.

JE

FF

ER

SO

N

AV

E

N.

F

RA

NK

LIN

S

T

S.

W

AS

HI

NG

TO

N

AV

E

S.

W

AT

ER

S T

SA

GI

NA

W

R

IV

ER

13 675

GENERAL DEMOLITION NOTES:

1. THE OWNER HAS FIRST SALVAGEABLE RIGHTS TO

ALL ITEMS INDICATED FOR DEMOLITION. ITEMS TO

BE SALVAGED PRIOR TO COMMENCING WORK.

THESE ITEMS SHALL BE REMOVED IN GOOD

CONDITION AND TURNED TO THE OWNER.

2. THE CONTRACTOR SHALL PROVIDE ALL SHORING,

TEMPORARY SUPPORTS, AND BRACING REQUIRED

FOR THE SAFE DEMOLITION AND ERECTION OF

STRUCTURAL COMPONENTS.

3. ALL BUILDING MATERIALS BEING DEMOLISHED

SHALL BE DISPOSED OF PROPERLY BY THE

CONTRACTOR, EXCLUDING THOSE ITEMS

SALVAGED BY THE OWNER.

4. PROTECT ADJACENT MEMBERS, FINISHES,

SURFACES, AND VEGETATION FROM DAMAGE

DURING DEMOLITION WORK.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTION OF BUILDING OCCUPANTS AND

PUBLIC THROUGHOUT THE COURSE OF WORK.

MAINTAIN REQUIRED EGRESS ROUTES AND

ACCESS AT ALL TIMES.

6. ALL AREAS DAMAGED BY DEMOLITION TO BE

PATCHED AND REPAIRED TO MATCH EXISTING

ADJACENT SURFACES. THIS IS TO INCLUDE HOLES

LEFT FROM EQUIPMENT MOUNTING HARDWARE,

BRACKETS, ETC.

7. CONTRACTOR TO PROVIDE A DUST SEPARATION

BETWEEN THE EXISTING AND NEW CONSTRUCTION

TO PREVENT ANY DUST MIGRATION INTO

ADJACENT UNDISTURBED AND/OR OCCUPIED

ZONES.

8. WORK SHALL BE PHASED TO DISRUPT ACCESS TO

ONE ENTRANCE AT A TIME AND ADA ACCESS TO AT

LEAST ONE ENTRANCE IS TO BE MAINTAINED AT

ALL TIMES.

A1

C1 C2

DNDN DN

DNDN

35' - 6" 25' - 6" V.I.F.

10101010

D1B1

10 10

20 20 20

V

.I .F

SOUTHWEST AREA

S O

U T

H W

E S

T A

R E

A

SOUTHEAST AREA

S O

U T

H E

A S

T A

R E

A

2 2

JEROME T. HART

STATE OFFICE BUILDING

NORTH AREA NORTH AREA

PROJECT WORK LIMITS

PROJECT WORK LIMITS

NOTE:

DEMO CONCRETE UP TO

EXISTING CONTROL JOINTS.

SOIL EROSION (SESC) NOTES:

1. ALL WORK WITHIN THIS CONTRACT MUST COMPLY

WITH THE APPLICABLE SOIL EROSION AND

SEDIMENTATION CONTROL RULES AND

REGULATIONS (SOIL EROSION AND

SEDIMENTATION CONTROL – 1994 PA 451, PART 91,

AS AMENDED, MCL 324.9101 ET SEQ.) AND SPECIFIC

PROVISIONS FOR SAME WITHIN THE CONTRACT

DOCUMENTS. SOIL EROSION AND SEDIMENTATION

CONTROL WILL BE MONITORED AND ENFORCED BY

THE DEPARTMENT OF TECHNOLOGY,

MANAGEMENT AND BUDGET, STATE FACILITIES

ADMINISTRATION.

2. SOIL EROSION AND SEDIMENTATION CONTROL ON

DEPARTMENT PROJECTS WILL BE MONITORED AND

ENFORCED BY STATE FACILITIES ADMINISTRATION

THROUGH THE REVIEW OF CONTRACTOR

IMPLEMENTATION PLANS AND SITE INSPECTIONS

BY SOIL EROSION AND SEDIMENTATION CONTROL

UNIT PERSONNEL AND/OR STATE FACILITIES

ADMINISTRATION REPRESENTATIVE.

3. IN THE EVENT, THE OWNER DETERMINES

THROUGH SITE INSPECTIONS BY THE STATE

FACILITIES ADMINISTRATION REPRESENTATIVE OR

BY NOTIFICATION BY REGULATORY AUTHORITIES

THAT THE CONTRACTOR HAS NOT MET THE SOIL

EROSION REQUIREMENTS OF THE PROJECT

AND/OR IS IN VIOLATION OF THE APPLICABLE SOIL

EROSION AND SEDIMENTATION CONTROL

STATUTES, THE CONTRACTOR SHALL BE NOTIFIED

IN WRITING AND STOP WORK ORDERS MAY BE

ISSUED BY STATE FACILITIES ADMINISTRATION IN

CONJUNCTION WITH PARAGRAPH 2.3 OF SECTION

00700 GENERAL CONDITIONS.

4. IN THE EVENT, THE OWNER DETERMINES

THROUGH SITE INSPECTIONS BY THE STATE

FACILITIES ADMINISTRATION REPRESENTATIVE OR

BY NOTIFICATION BY REGULATORY AUTHORITIES

THAT THE CONTRACTOR HAS NOT MET THE SOIL

EROSION REQUIREMENTS OF THE PROJECT

AND/OR IS IN VIOLATION OF THE APPLICABLE SOIL

EROSION AND SEDIMENTATION CONTROL

STATUTES, THE CONTRACTOR SHALL BE NOTIFIED

IN WRITING AND CORRECTIVE ACTIONS

UNDERTAKEN BY STATE FACILITIES

ADMINISTRATION IN CONJUNCTION WITH

PARAGRAPH 9.4 OF SECTION 00700 GENERAL

CONDITIONS.

5. IN THE EVENT, THE CONTRACTOR FAILS TO

RESPOND TO WRITTEN NOTICE FROM STATE

FACILITIES ADMINISTRATION REGARDING

NONCOMPLIANCE WITH THE PROVISIONS OF THE

CONTRACT DOCUMENTS AND/OR SOIL EROSION

AND SEDIMENTATION CONTROL REGULATIONS

APPLICABLE TO THIS WORK, STATE FACILITIES

ADMINISTRATION HAS THE RIGHT TO ASSESS A

FINE TO THE CONTRACTOR. FINES SHALL BE IN

ADDITION TO ANY OTHER REMEDIATION COSTS OR

LIQUIDATED DAMAGES APPLICABLE TO THE

PROJECT AND MAY EXCEED THE VALUE OF THE

CONTRACT.

#. DEMOLITION KEYNOTES

1 REMOVE EXISTING PORTION OF CONCRETE SLAB

(HATCHED AREA) FOR NEW CONCRETE SLAB WITH

NEW SNOWMELT SYSTEM.

2 REMOVE EXISTING CONCRETE SLAB.

3 REMOVE EXISTING CONCRETE STAIR STRUCTURE.

4 REMOVE EXISTING CONCRETE RAMP STRUCTURE.

5 REMOVE AND SALVAGE EXISTING HANDRAIL

ASSEMBLY FOR RE-USE AS REQUIRED.

6 REMOVE EXISTING BRICK CHEEK WALL

ASSEMBLY. SALVAGE EXISTING BRICK AND

GRANITE CAP FOR RE-USE AS REQUIRED.

7 REMOVE EXISTING CONCRETE LANDING

(HATCHED AREA) FOR NEW CONCRETE LANDING

WITH NEW SNOWMELT SYSTEM.

8 REMOVE EXISTING STOREFRONT SYSTEM FOR

NEW.

9 REMOVE EXISTING PORTION OF CONCRETE CURB.

10 REMOVE EXISTING TREE. GRIND STUMP AND

ROOT CROWN TO A DEPTH OF 24" INCHES INA 5

FEET RADIUS AROUND THE TREE.

11 REMOVE EXISTING TREE. GRUB OUT ALL ROOTS

IN EXISTING PLANTING AREA AND ANY ROOTS

UNDER SURROUNDING PAVEMENT THAT IS

SCHEDULED TO BE REMOVED.

12 CUT ALL ROOTS EXTENDING NORTH ALONG THIS

LINE. GRUB OUT ALL ROOTS UNDERNEATH

REMOVED CONCRETE WALKWAY.

13 REMOVE EXISTING TREE INCLUDING STUMP,

MAJOR TREE ROOTS, GRATE AND BRICK PAVERS.

14 REMOVE EXISTING POLETOP LIGHTING & POST

FOR NEW. EXISTING BASE FOUNDATION TO

REMAIN (RE: ELECTRICAL).

15 REMOVE EXISTING TABLE AND BENCHES AND

SALVAGE FOR REINSTALLATION. CLEAN, REMOVE

RUST AND REPAINT BASES.

16 REMOVE EXISTING ADA PUSH BUTTON RAIL.

18 REMOVE EXISTING FLOOR DRAIN (RE:

MECHANICAL).

19 REMOVE EXISTING POLETOP LIGHTING, POST AND

FOUNDATION FOR RE-LOCATION.

20 REMOVE EXISTING TREES AND GRIND STUMP AND

ROOT CROWN TO A DEPTH OF 24 INCHES IN A 5

FEET RADIUS AROUND EACH TREE (RE:

ALTNERATE NO. 2 AND PLANTING PLANS).

21 REMOVE EXISTING TRASH CAN AND ASH TRAY

POST RECEPTACLES AND SALVAGE FOR

REINSTALLATION.

22 REMOVE EXISTING STONE MULCH. STOCK PILE

AND RE-USE.

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

FILE NO.

171/25046.CTS

/2

/2

:1

:5

P

M C

U se rs

\r so va \D o cu m e n ts

\C E

N T

R A

L -2

-S a g in a w

S tO ff ic e R e p la ce E n t_

V rs o va

W T

A .r vt W

T A

2025009

SEPT. 26, 2025

J.R.G.

JEROME T. HART

STATE OFFICE BUILDING

A1.00

SAGINAW, MI 48607

EXTERIOR ENTRANCE

REPLACEMENT FOR:

SITE DEMOLITION PLAN

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

SITE DEMOLITION PLAN

A1

C1 C2

D1B1

1600 SF

JEROME T. HART

STATE OFFICE BUILDING

PROP. NEW

PARKING STRIPING

PARKING REQUIREMENTS

TOTAL 69 PARKING SPACES

51-75 = MIN. 3 ADA SPACES

(1 ADA VAN SPACE)

PROVIDED PARKING SPACES:

4 ADA SPACES (1 VAN SPACE)

CONC SLOPED

SIDEWALK

SNOWMELT SYSTEM

(HATCHED AREA) RE: MECHANICAL

SNOWMELT SYSTEM

(HATCHED AREA) RE: MECHANICAL

CONC WALK INFILL

CURB RAMP

(RE: )

EXISTING

BRICK PAVERS

EXISTING CONC SIDEWALK

EXIST

TRUCK

DOCK

12 12

VAN

8' - 0"

5' - 0"

8' - 0" 8' - 0" 8' - 0"

5' - 0"

8' - 0"

C4

C3

EX. ECHO

WALL

1720 SF

RE-LOCATED POLE & LIGHTING

FIXTURE, TYP OF 6ACCESSIBILITY

SIGNAGE, TYP OF 4,

(RE: )

BRICK CHEEK WALL INFILL

POLE & LIGHTING IN EXISTING

LOCATION

DN DN

DN

DN

DN

DN

DN

DN

DN

DN DN DN

CONC WALK INFILL

EXISTING FLAGPOLE

E GENESEE AVE

N J

E F

F E

R S

O N

A V

E

/2 A1.01 POLE LIGHTING FIXTURE IN

NEW LOCATION, TYP OF 2

/3 A1.01

POLE LIGHTING FIXTURE IN

NEW LOCATION

CONC WALK

INFILL

TYP.

9' - 0"

SOUTHWEST AREA

S O

U T

H W

E S

T A

R E

A

SOUTHEAST AREA

S O

U T

H E

A S

T A

R E

A

DN

T

Y P

PROJECT WORK LIMITS

NORTH AREA NORTH AREA

PROJECT WORK LIMITS

VAN

ACCESSIBLE

RESERVED

PARKING

1' - 0"

GRADE OR PAVEMENT

2" GALV. STL. SQUARE

TUBE W/ PYRAMID CAP

AT VAN ACCESSIBLE

STALLS, MOUNT AN

ADDITIONAL SIGN

BELOW THE

HANDICAP SIGN

HANDICAP SIGN AS

REQUIRED BY LOCAL

AND STATE

ORDINANCES

8" DIA. x 24" DEEP

CONCRETE

FILLED SONOTUBE

F

IN

IS

H

G R

A D

E E

L E

V A

T

IO

N

A

B O

V E

P V

M T

O R

C L R

8"

1:10 MAX. SLOPE

SIDE FLARE 48" MIN.

1:10 MAX. SLOPE

SIDE FLARE

DEPRESSED CURBEXISTING CONC

WALK

TOP OF EXISTING CONC

WALK

TOP OF EXISTING

BITUMINOUS PAVING

EXISTING BITUMINOUS

PAVING

SECTION A-A

A

A

1/2" EXPANSION JOINT

W/ JOINT FILLER

A

A

BB

SECTION B-B

SLOPE SLOPE

S L O

P E

DETECTABLE WARNING SURFACE

PER A117.1-2017 SECTION 705

DEPRESSED CURB

DEPRESSED CURB

B

B

PLAN VIEW

1:10 MAX1:10 MAX

:1

M

A X

SLOPE

1:48 MAX

NOTE:

CURB RAMPS MUST BE DESIGNED TO

PREVENT ACCUMILATION OF WATER.

M

IN

EXISTING CONC WALK

M

IN

#4 CONT1:12 MAX. RUNNING SLOPE

GENERAL SITE PLAN NOTES:

1. PROVIDE SNOW MELT WHERE INDICATED IN

MECHANICAL DRAWINGS. REFER TO MECHANICAL.

2. RE-VEGETATE ALL DISTURBED SITE AREAS, INSIDE

AND OUTSIDE OF PROPERTY LINES. REFER TO

LANDSCAPE DRAWINGS FOR PLANTING PLANS.

3. MAINTAIN OPERATION OF EXISTING STATE OFFICE

BUILDING DURING CONSTRUCTION.

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

FILE NO.

171/25046.CTS

/2

/2

:1

:5

P

M C

U se rs

\r so va \D o cu m e n ts

\C E

N T

R A

L -2

-S a g in a w

S tO ff ic e R e p la ce E n t_

V rs o va

W T

A .r vt W

T A

2025009

SEPT. 26, 2025

J.R.G.

JEROME T. HART

STATE OFFICE BUILDING

A1.01

SAGINAW, MI 48607

EXTERIOR ENTRANCE

REPLACEMENT FOR:

ARCHITECTURAL SITE

PLAN & DETAILS

NORTH SCALE: 1" = 20'-0"

ARCHITECTRUAL SITE PLAN

SCALE: 3/4" = 1'-0"A1.01

H.C. SIGNAGE POST DETAIL2

SCALE: N.T.S.A1.01

SIDEWALK CURB RAMP DETAIL3

GENERAL PLAN NOTES:

1. DIMENSIONS ARE FROM FACE OF MASONRY

UNLESS NOTED OTHERWISE. REFER TO ENLARGED

PLANS FOR ADDITIONAL DIMENSIONS NOT

INDICATED ON OVERALL PLANS.

2. MECHANICAL, PLUMBING AND ELECTRICAL

FIXTURES AND EQUIPMENT ARE SHOWN FOR

REFERENCE ONLY. REFER TO MECHANICAL,

PLUMBING, AND ELECTRICAL DRAWINGS FOR

DETAILS AND SPECIFICATIONS.

3. CONTRACTOR IS RESPONSIBLE TO ENSURE ALL

WORK CONFORMS WITH APPLICABLE NATIONAL,

STATE AND LOCAL CODES, LAWS AND

REGULATIONS.

4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR TO

BIDDING AND CONSTRUCTION. ARCHITECT SHALL

BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY

BEFORE PROCEEDING WITH WORK.

A2.32

A2.31

DN

DNDN DN

DN

DN

DNDN

DN

DNDN

DN

A2.33

A1

C1 C2

D1B1

DN

C3

C4

DN

A2.01

BASEMENT

BELOW

NORTHWEST NORTHEAST

SOUTHEAST

DN

DN

SNOW MELT PUMP EQUIPMENT

(RE: MECHANICAL/ELECTRICAL)

HOUSEKEEPING PAD

(RE: DETAIL )/3 A2.01

SNOW MELT MANIFOLD EQUIPMENT

(RE: MECHANICAL/ELECTRICAL)

DN

EPOXY DOWEL INTO

CONC SLAB

EXISTING FINISHED FLOOR

SLAB SURFACE SHALL BE

ROUGHENED IN PREP

FOR CONC PAD

CONCRETE BASE,

CHAMFER ALL OUTSIDE

CORNERS

6x6 W1.4xW1.4 W.W.F.

W/ 2" COVER (TYP.)

NOTE:

EXTEND EDGE OF PAD MIN. 4" BEYOND

EQUIPMENT FRAME, TYPICAL ALL SIDES.

E M

B E

D M

E N

T

M

IN

#4 @ 12" O.C. ALONG

PERIMETER OF PAD

1' - 0"

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

FILE NO.

171/25046.CTS

/2

/2

:1

:5

P

M C

U se rs

\r so va \D o cu m e n ts

\C E

N T

R A

L -2

-S a g in a w

S tO ff ic e R e p la ce E n t_

V rs o va

W T

A .r vt W

T A

2025009

SEPT. 26, 2025

J.R.G.

JEROME T. HART

STATE OFFICE BUILDING

A2.01

SAGINAW, MI 48607

EXTERIOR ENTRANCE

REPLACEMENT FOR:

FIRST FLOOR MASTER

PLAN & PARTIAL

BASEMENT PLAN

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

FIRST FLOOR MASTER PLAN

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

PARTIAL BASEMENT PLAN

SCALE: 3/4" = 1'-0"A2.01

CONC HOUSEKEEPING PAD DETAIL3

GENERAL PLAN NOTES:

1. DIMENSIONS ARE FROM FACE OF MASONRY

UNLESS NOTED OTHERWISE. REFER TO ENLARGED

PLANS FOR ADDITIONAL DIMENSIONS NOT

INDICATED ON OVERALL PLANS.

2. MECHANICAL, PLUMBING AND ELECTRICAL

FIXTURES AND EQUIPMENT ARE SHOWN FOR

REFERENCE ONLY. REFER TO MECHANICAL,

PLUMBING, AND ELECTRICAL DRAWINGS FOR

DETAILS AND SPECIFICATIONS.

3. CONTRACTOR IS RESPONSIBLE TO ENSURE ALL

WORK CONFORMS WITH APPLICABLE NATIONAL,

STATE AND LOCAL CODES, LAWS AND

REGULATIONS.

4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR TO

BIDDING AND CONSTRUCTION. ARCHITECT SHALL

BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY

BEFORE PROCEEDING WITH WORK.

DN

EXISTING BRICK CHEEK

WALL W/ GRANITE CAP

EXISTING BRICK PAVERS

EXISTING BRICK

CHEEK WALL W/

GRANITE WALL CAP

DN

A2.31

17' - 5"

R 8' - 0"

A2.33

EXISTING STONE BED

EXISTING STONE BED

EXISTING CONC WALK

EXISTING TURF

EXISTING CONC CURB

EXISTING BRICK PAVERS

5' - 3" V.I.F.

35' - 6"

W1

EXISTING STAIR WITH

GRANITE TREADS

EXISTING ECHO WALL

EXISTING ALUM HANDRAIL

A2.33

A2.33

A2.33

EXISTING BRICK CHEEK

WALL W/ GRANITE CAP

ADA KBCR

7' - 0"

(4.8% SLOPE)

28' - 6" RAMP RUN

@1:48 MAX.

7' - 0" LANDING

(4.8% SLOPE)

23' - 6" RAMP RUN

1/8" / FT MIN.

SLOPE

NOTE:

SEE LANDSCAPE PLAN SHEET

L1.01 & L1.02 FOR LOCATION OF

JOINTS.

24' - 5" V.I.F

V

.I .F

7' - 0" V.I.F.

A2.31

"DN

T

/2

V

.I .F

/2

V

.I .F

A2.31

FIRST FLR

100' - 0"

A2.31

B.O. FTG

94' - 0"

T.O. FTG

95' - 0"

A2.33

A2.31 28' - 6"7' - 0"6' - 1"17' - 5"

EXISTING CONC

CURB & GUTTER

MATCH HEIGHT

T O

T A

L R

IS

E

V .I

.F

126251111

FIRST FLR

100' - 0"

1' - 0"

B.O. FTG

94' - 0"

T.O. FTG

95' - 0"

V A

R

IE

S

M

IN

T.O. WALK

VARIES

PRECAST CONCRETE WALL CAP

5" CONCRETE SLOPED WALK

W/ 6x6-W2.9xW2.9 W.W.F. ON

COMPACTED GRAN. FILL

1/2" EXPANSION JOINT W/ FILLER

DAMPROOFING ON BOTH SIDES

& TOP OF CONC. WALL

#4 BARS @ 12" O.C. VERT.

#4 BARS @ 12" O.C. HORIZ.

#4 BARS @ 18" O.C.

(3) #5 BARS CONT.

12" LEG ON BENT $4 BAR

A2.31

PLANTING AREA

4" 1' - 0" 4"

3/8" MIN.3/8" MIN.

GRANITE WALL

CAP

FULL MORTAR

BED JOINT

COPPER THRU-WALL

FLASHING

INSTALL BUTYL

SEALANT AROUND

DOWEL PENETRATION,

TYP. BELOW FLASHING

FACE BRICK

3/8" STAINLESS STEEL DOWEL

PIN SET IN CONCRETE

3" MIN. EACH WAY

INSTALL BUTYL SEALANT

AROUND DOWEL

PENETRATION, TYP.

ABOVE FLASHING

PUNCH HOLE IN FLASHING

FOR DOWEL PIN FROM

BELOW IN ORDER TO

CREATE A RAISED LIP

AROUND PIN

/4

1' - 2"

7" 7"

1"

1"

CAULKING

THRU WALL COPPER

FLASHING W/ 1/2"

HEMMED EDGE @ HEAD

JOINT IN WALL CAP, TYP.

PRECAST CONCRETE

WALL CAP

1" MIN. DEEP CAULKING

@ HEAD JOINTS

CAULKING

CONCRETE

REINFORCED WALL

W/ #4 BAR VERT. @

12" O.C. & #4 BAR

HORIZ. @ 12" O.C.

A2.31

/2

1" 1" DRIP BOTH SIDES

FIRST FLR

100' - 0"

1' - 0" 3"

1' - 0"

3T @ 12" = 3' - 0" 1' - 0"

A2.33

C

LR6

M

IN

4" 1' - 0" 4"

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

FILE NO.

171/25046.CTS

/2

/2

:1

:5

P

M C

U se rs

\r so va \D o cu m e n ts

\C E

N T

R A

L -2

-S a g in a w

S tO ff ic e R e p la ce E n t_

V rs o va

W T

A .r vt W

T A

2025009

SEPT. 26, 2025

J.R.G.

JEROME T. HART

STATE OFFICE BUILDING

A2.31

SAGINAW, MI 48607

EXTERIOR ENTRANCE

REPLACEMENT FOR:

ENLARGED SOUTHEAST

AREA PLAN & DETAILS

NORTH

SCALE: 3/16" = 1'-0"A2.31

ENLARGED SOUTHEAST AREA PLAN1

SCALE: 3/8" = 1'-0"A2.31

SOUTHEAST SLOPED WALK SECTION2

SCALE: 3/4" = 1'-0"A2.31

SOUTHEAST SLOPED WALK SECTION3

SCALE: 6" = 1'-0"A2.31

DOWEL PENETRATION DETAIL5

SCALE: 3" = 1'-0"A2.31

CHEEK WALL CAP DETAIL6

. PLAN KEYNOTES

1 5" THICK CONCRETE SLOPED WALK @ 1:20 MAX. W/

6x6-W2.9xW2.9 W.W.F. ON COMPACTED GRANULAR

FILL.

2 5" CONCRETE PAVEMENT W/ 6x6-W2.9xW2.9 W.W.F.

ON COMPACTED GRANULAR FILL.

3 UTILIZE SALVAGED EXISTING HANDRAIL AS ABLE

AND PROVIDE NEW RAILING TO MATCH EXISTING

AS REQUIRED.

4 BRICK VENEER CHEEK WALL INFILL TO MATCH

ADJACENT CONSTRUCTION.

5 CONCRETE CURB. RE: DETAIL 5/A2.33.

6 POLETOP LIGHTING & POLE IN EXISTING LOCATION

(RE: ELECTRICAL).

7 12" MASONRY WALL W/ 4" BRICK EA. FACE W/

THRU-WALL TIES @ 16" O.C. HORIZ. & VERT.,

GROUT CORE SOLID W/ #4 BARS @ 12" O.C. VERT. &

#4 BARS @ 12" O.C. HORIZ.

8 GRANITE WALL CAP. RE-USE SALVAGED GRANITE

CAP PIECES.

9 5" THICK CONCRETE SLAB W/ 6x6-W2.9xW2.9 W.W.F.

ON COMPACTED GRANULAR FILL, TYP. W/ SNOW

MELT SYSTEM (RE: MECHANICAL & COORD. W/

SNOW MELT PROVIDER).

10 5" THICK CONCRETE SLAB LANDING W/

6x6-W2.9xW2.9 W.W.F. ON COMPACTED GRANULAR

FILL, TYP. W/ SNOW MELT SYSTEM (RE:

MECHANICAL & COORD. W/ SNOW MELT

PROVIDER).

11 1-1/2" DIAMETER ALUMIMUM PIPE HANDRAIL.

12 1-1/2" DIAMETER ALUMIMUM POST LOCATION

(TYP.).

13 CONCRETE REINFORCED STAIR ON COMPACTED

GRANULAR FILL, TYP. W/ SNOW MELT SYSTEM (RE:

MECHANICAL & COORD. W/ SNOW MELT

PROVIDER).

14 #4 BAR @ 12" O.C. EACH WAY.

15 #4 BAR TYPICAL @ STAIR NOSING, EPOXY COATED

W/ #3 HAIRPINS.

16 CONCRETE STEM WALL FOUNDATION W/ #4 BARS

@ 12" O.C. EA. FACE & #3 BARS HORIZ @ 12" O.C.

17 20" x 12" CONCRETE SPREAD FOOTING W/ (3) #4

CONT.

18 5" CONCRETE RAMP W/ 6x6-W2.9xW2.9 W.W.F. ON

COMPACTED GRANULAR FILL, TYP. W/ SNOW MELT

SYSTEM (RE: MECHANICAL & COORD. W/ SNOW

MELT PROVIDER).

19 2" THICK HIGH DENSITY INSULATION.

20 LIGHT POLE FIXTURE IN NEW LOCATION (RE:

ELECTRICAL).

21 1/2" EXPANSION JOINT WITH FILLER.

22 REMOVE ALL BLOCKAGES FROM EXISTING BRICK

WEEP TUBES ADJACENT TO THE NEW NORTHWEST

RAMP.

23 LANDSCAPING AREA (RE: LANDSCAPING PLANS).

24 INDICATES MULLION MOUNTED ADA PUSH BUTTON

(ADA) AND CARD READER (CR).

25 CONCRETE REINFORCED WALL W/ #4 BAR VERT. @

12" O.C. & #4 BAR HORIZ. @ 12" O.C.

26 PRECAST CONCRETE CAP.

27 CONCRETE REINFORCED STAIR ON COMPACTED

GRANULAR FILL.

SCALE: 1/2" = 1'-0"A2.31

SOUTH STAIR SECTION4

DN

DN

DN

EXISTING

TURF

@ 1:48 MAX.

5' - 0" LANDING

@ 1:12 MAX.

15' - 0" RAMP RUN

@ 1:48 MAX.

16' - 0" LANDING

@ 1:12 MAX.

22' - 4" RAMP RUN 16' - 8"

:4 M

A X

L A

N D

IN

G

:1 M

A X

R

A M

P R

U N

T

A2.32

PLANTING AREA

1' - 0" 5T @ 12" = 5' - 0"

A2.32

11' - 8" 10' - 0"

R 11' - 8"

R 6' - 8"

A2.33 SIM

A2.33 SIM

A2.33

A2.33

C1.1

C1.2

W 2.2

W .1

15' - 0" 30' - 0" 10' - 0"

R

R 5' - 0" R 5

R 5' - 0"

5 6

A2.33

A2.33

100' - 0"

DN

R

R 5' - 0"

1' - 0"

" 4

4' - 0"

1' - 0"

5' - 0"

1' - 0"

22' - 4"1

A2.32

EXISTING

CONCRETE

CURB

21' - 8"

1' - 6"

1' - 0"

EXISTING

CONCRETE

CURB

A2.32 SIM

A1.01

3"

3" 4' - 6" 3"

A D

A C

R

1/8" / FT M

IN

SLO

PE

/8

F

T M

IN

S L O

P E

1/8" / F

T M

IN

SLOPE

1/8" / FT M

IN

SLO

PE

/8

F

T M

IN

S L O

P E

A3.21

6' - 8"

NOTE:

SEE LANDSCAPE PLAN SHEET

L1.01 & L1.02 FOR LOCATION OF

JOINTS. PROVIDE TOOL JOINTS

IN AREAS OF SNOWMELT - DO

NOT SAWCUT.

20 20

8' - 8"

GENERAL PLAN NOTES:

1. DIMENSIONS ARE FROM FACE OF MASONRY

UNLESS NOTED OTHERWISE. REFER TO ENLARGED

PLANS FOR ADDITIONAL DIMENSIONS NOT

INDICATED ON OVERALL PLANS.

2. MECHANICAL, PLUMBING AND ELECTRICAL

FIXTURES AND EQUIPMENT ARE SHOWN FOR

REFERENCE ONLY. REFER TO MECHANICAL,

PLUMBING, AND ELECTRICAL DRAWINGS FOR

DETAILS AND SPECIFICATIONS.

3. CONTRACTOR IS RESPONSIBLE TO ENSURE ALL

WORK CONFORMS WITH APPLICABLE NATIONAL,

STATE AND LOCAL CODES, LAWS AND

REGULATIONS.

4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR TO

BIDDING AND CONSTRUCTION. ARCHITECT SHALL

BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY

BEFORE PROCEEDING WITH WORK.

FIRST FLR

100' - 0"

GRADE

97' - 6"

A2.32

B.O. FTG

94' - 0"

T.O. FTG

95' - 0"

1' - 0"

@ 1:12 MAX.

22' - 4" RAMP RUN

@ 1:48 MAX.

16' - 0" LANDING

@ 1:12 MAX.

15' - 0" RAMP RUN1' - 0"

R

IS

E

T .O

W

A L

L

M

IN

CLR

1 1/2"

CLR

1 1/2"

A2.32

5' - 0"

4' - 6"

53' - 4"

FIRST FLR

100' - 0"

GRADE

97' - 6"

A2.32

B.O. FTG

94' - 0"

T.O. FTG

95' - 0"

1' - 0" 15' - 0"

@ 1:48 MAX.

10' - 0" LANDING

5' - 0"

T .O

W

A L

L

" 21

1' - 6" 25' - 0"

R

IS

E

CLR

1 1/2"

4' - 6"

NOTE:

CONTRACTOR TO VERIFY

LOCATION OF ALL WEEP

TUBES. STEP NEW WEEPS AND

FLASHING ABOVE FINAL RAMP

SURFACE.

A2.32

FIRST FLR

100' - 0"

GRADE

97' - 6"

B.O. FTG

94' - 0"

T.O. FTG

95' - 0"

4" 1' - 0" 4"

A2.33

T .O

W

A L

L

M

IN

V A

R

IE

S

1' - 0" CLR

1 1/2"

12" LEG ON BENT

#4 BAR

(3) #4 BARS CONT.

#4 BARS HORIZ.

@ 18" O.C.

#4 BARS HORIZ.

@ 12" O.C.

#4 BARS @ 12" O.C.

EA. FACE

12" MASONRY WALL W/

4" BRICK EA FACE W/

THRU WALL TIES @ 16"

O.C. HORIZ. & VERT.

GROUT CORE SOLID

W/ #4 BARS @ 12" O.C.

VERT. & #4 BARS @ 12"

O.C. HORIZ.

1/2" EXPANSION JOINT

W/ FILLER

5" CONC. SLAB

W/ 6x6-W2.9xW2.9

W.W.F. ON

COMPACTED

GRANULAR FILL

THICKENED SLAB

@ SLEEVE FOR

HANDRAIL (TYP.)

5" CONC. SLAB W/ 6x6- W2.9xW2.9 W.W.F. ON

COMPACTED

GRANULAR FILL

2" THICK HIGH

DENSITY

INSULATION

1-1/2" DIA.

ALUM PIPE

HANDRAIL

4" GROUTED

SOLID C.M.U.

FIRST FLR

100' - 0" 4 1/2"

M

IN

WEEPS @ 32" O.C.

S.S. THRU-WALL

FLASHING W/ 1/2"

HEMMED DRIP EDGE,

EXTEND PAST BRICK

CAVITY DRAINAGE SYSTEM

EXISTING FACE BRICK

CAREFULLY

OVERLAP EXISTING

WEATHER BARRIER

ON NEW FLASHING

A L

IG

N

EXISTING WEEP TUBE

GROUT SOLID CAVITY

BELOW NEW RAMP

FACE BRICK TO

MATCH EXISTING

4" SOLID C.M.U.

M

IN

EXISTING FLOOR

CONSTRUCTION

EXISTING INTERIOR

WALL CONSTRUCTION

EXISTING CONC.

FOUNDATION WALL

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

FILE NO.

171/25046.CTS

/2

/2

:1

:0

P

M C

U se rs

\r so va \D o cu m e n ts

\C E

N T

R A

L -2

-S a g in a w

S tO ff ic e R e p la ce E n t_

V rs o va

W T

A .r vt W

T A

2025009

SEPT. 26, 2025

J.R.G.

JEROME T. HART

STATE OFFICE BUILDING

A2.32

SAGINAW, MI 48607

EXTERIOR ENTRANCE

REPLACEMENT FOR:

ENLARGED NORTHWEST

AREA PLAN & DETAILS

NORTH

SCALE: 1/4" = 1'-0"A2.32

ENLARGED NORTHWEST AREA PLAN1

SCALE: 3/8" = 1'-0"A2.32

NORTHWEST RAMP SECTION5

SCALE: 3/8" = 1'-0"A2.32

NORTHWEST RAMP SECTION3

SCALE: 3/4" = 1'-0"A2.32

NORTHWEST CHEEKWALL SECTION4

. PLAN KEYNOTES

1 5" THICK CONCRETE SLOPED WALK @ 1:20 MAX. W/

6x6-W2.9xW2.9 W.W.F. ON COMPACTED GRANULAR

FILL.

2 5" CONCRETE PAVEMENT W/ 6x6-W2.9xW2.9 W.W.F.

ON COMPACTED GRANULAR FILL.

3 UTILIZE SALVAGED EXISTING HANDRAIL AS ABLE

AND PROVIDE NEW RAILING TO MATCH EXISTING

AS REQUIRED.

4 BRICK VENEER CHEEK WALL INFILL TO MATCH

ADJACENT CONSTRUCTION.

5 CONCRETE CURB. RE: DETAIL 5/A2.33.

6 POLETOP LIGHTING & POLE IN EXISTING LOCATION

(RE: ELECTRICAL).

7 12" MASONRY WALL W/ 4" BRICK EA. FACE W/

THRU-WALL TIES @ 16" O.C. HORIZ. & VERT.,

GROUT CORE SOLID W/ #4 BARS @ 12" O.C. VERT. &

#4 BARS @ 12" O.C. HORIZ.

8 GRANITE WALL CAP. RE-USE SALVAGED GRANITE

CAP PIECES.

9 5" THICK CONCRETE SLAB W/ 6x6-W2.9xW2.9 W.W.F.

ON COMPACTED GRANULAR FILL, TYP. W/ SNOW

MELT SYSTEM (RE: MECHANICAL & COORD. W/

SNOW MELT PROVIDER).

10 5" THICK CONCRETE SLAB LANDING W/

6x6-W2.9xW2.9 W.W.F. ON COMPACTED GRANULAR

FILL, TYP. W/ SNOW MELT SYSTEM (RE:

MECHANICAL & COORD. W/ SNOW MELT

PROVIDER).

11 1-1/2" DIAMETER ALUMIMUM PIPE HANDRAIL.

12 1-1/2" DIAMETER ALUMIMUM POST LOCATION

(TYP.).

13 CONCRETE REINFORCED STAIR ON COMPACTED

GRANULAR FILL, TYP. W/ SNOW MELT SYSTEM (RE:

MECHANICAL & COORD. W/ SNOW MELT

PROVIDER).

14 #4 BAR @ 12" O.C. EACH WAY.

15 #4 BAR TYPICAL @ STAIR NOSING, EPOXY COATED

W/ #3 HAIRPINS.

16 CONCRETE STEM WALL FOUNDATION W/ #4 BARS

@ 12" O.C. EA. FACE & #3 BARS HORIZ @ 12" O.C.

17 20" x 12" CONCRETE SPREAD FOOTING W/ (3) #4

CONT.

18 5" CONCRETE RAMP W/ 6x6-W2.9xW2.9 W.W.F. ON

COMPACTED GRANULAR FILL, TYP. W/ SNOW MELT

SYSTEM (RE: MECHANICAL & COORD. W/ SNOW

MELT PROVIDER).

19 2" THICK HIGH DENSITY INSULATION.

20 LIGHT POLE FIXTURE IN NEW LOCATION (RE:

ELECTRICAL).

21 1/2" EXPANSION JOINT WITH FILLER.

22 REMOVE ALL BLOCKAGES FROM EXISTING BRICK

WEEP TUBES ADJACENT TO THE NEW NORTHWEST

RAMP.

23 LANDSCAPING AREA (RE: LANDSCAPING PLANS).

24 INDICATES MULLION MOUNTED ADA PUSH BUTTON

(ADA) AND CARD READER (CR).

25 CONCRETE REINFORCED WALL W/ #4 BAR VERT. @

12" O.C. & #4 BAR HORIZ. @ 12" O.C.

26 PRECAST CONCRETE CAP.

27 CONCRETE REINFORCED STAIR ON COMPACTED

GRANULAR FILL.

NOTE:

CONTRACTOR TO VERIFY

AMD ADJUST FINAL GRADES

IN FIELD AS REQUIRED.

SCALE: 1 1/2" = 1'-0"A2.32

THRU-WALL FLASHING/WEEP DETAIL6

EXISTING CONC

SIDEWALK

T

16' - 8" 5T @ 12" = 5' - 0" 1' - 0"

PLANTING AREA

R

1'

C2.2

C2.1

R 6' - 8

10' - 0" 11' - 8"

A2.33

A2.33 SIM

A2.33

A2.33

10' - 0" 35' - 0"

R 5' - 0"

R

R

R 5' - 0"

A2.33

A2.33

W

3.2 W

.1

21' - 8" 8' - 8"

3"

CR

ADA

/8

F

T M

IN

S L O

P E

1/8" / FT MIN.

SLOPE1/

8"

FT M

IN

SLO

PE

1/8" / FT MIN.

SLOPE

A3.21

OPP

6' - 8"

NOTE:

SEE LANDSCAPE PLAN SHEET

L1.01 & L1.02 FOR LOCATION OF

JOINTS. PROVIDE TOOL JOINTS IN

AREAS OF SNOWMELT - DO NOT

SAWCUT.

20 20

100' - 0"

EXISTING CURB TO REMAIN

GENERAL PLAN NOTES:

1. DIMENSIONS ARE FROM FACE OF MASONRY

UNLESS NOTED OTHERWISE. REFER TO ENLARGED

PLANS FOR ADDITIONAL DIMENSIONS NOT

INDICATED ON OVERALL PLANS.

2. MECHANICAL, PLUMBING AND ELECTRICAL

FIXTURES AND EQUIPMENT ARE SHOWN FOR

REFERENCE ONLY. REFER TO MECHANICAL,

PLUMBING, AND ELECTRICAL DRAWINGS FOR

DETAILS AND SPECIFICATIONS.

3. CONTRACTOR IS RESPONSIBLE TO ENSURE ALL

WORK CONFORMS WITH APPLICABLE NATIONAL,

STATE AND LOCAL CODES, LAWS AND

REGULATIONS.

4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR TO

BIDDING AND CONSTRUCTION. ARCHITECT SHALL

BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY

BEFORE PROCEEDING WITH WORK.

FIRST FLR

100' - 0"

GRADE

97' - 6"

B.O. FTG

94' - 0"

T.O. FTG

95' - 0"

R

M

IN

LANDING - VARIES 5T @ 12" = 5' - 0" 1' - 0"

C

LR

/2

C

LR

4" 1' - 0" 4"

1' - 0"

3"

1' - 0"

1/8" / FT MIN.

SLOPE

4 1/4"

A2.33

CONCRETE

CURB

#4 BAR CONT. T&B

6"

CONCRETE PAVEMENT

PER PLANS

1/2" EXPANSION JOINT

W/ JOINT FILLER

PLANTING AREA

T.O. SLAB

T

SAWCUT

CONCRETE SLAB

WITH W.W.F. ON

SUPPORTS

COMPACTED

BACKFILL

SEAL JOINT

SAWCUT AND FILL

W/ JOINT FILLER

T.O. SLAB

CONCRETE SLAB WITH W.W.F.

ON SUPPORTS IN TOP

1/3 OF SLAB

COMPACTED

BACKFILL

SAWCUT AND FILL

W/ JOINT FILLER

2' - 0"

T T

CONTROL JOINT (CJ)

CONSTRUCTION JOINT

NOTE:

SEE LANDSCAPE PLAN SHEET L1.01

& L1.02 FOR LOCATION OF JOINTS.

1' - 0" 1' - 0"

3/4" DIA. SMOOTH

DOWELS x 1' - 6" @ 16" O.C., GREASE ONE END

SAWCUT

C L R

E Q

E Q

T /4

T /4

NOTE:

USE 3" MESH SUPPORTS

OR SIMILAR.

T.O. SLAB

TOOL JOINT

CONCRETE SLAB

WITH W.W.F.

COMPACTED

BACKFILL

SEAL JOINT

TOOL JOINT AND FILL

W/ JOINT FILLER -

VERIFY DEPTH W/

SNOWMELT SUPPLIER

CONTROL JOINT (CJ)

W/ SNOWMELT

NOTE:

SEE LANDSCAPE PLAN SHEET L1.01 &

L1.02 FOR LOCATION OF JOINTS.

PROVIDE TOOL JOINTS IN AREAS OF

SNOWMELT - DO NOT SAWCUT.

PEX TUBING

HIGH DENSITY

INSULATION

MIN. COVERAGE

NOTE:

USE 3" MESH SUPPORTS

OR SIMILAR.

FIRST FLR

100' - 0"

A2.33

4" 1' - 0" 4"

T .O

W

A L

L

/4

V .I .F

M

IN

SIM.

EXIST PAVEMENT

1/2" EXPANSION

JOINT W/ FILLER

DAMPPROOFING ON

BOTH SIDES & TOP OF

CONC. WALL @ BRICK

VENEER

12" LEG ON BENT

#4 BAR

(3) #4 BARS CONT.

#4 BARS HORIZ.

@ 18" O.C.

#4 BARS HORIZ.

@ 12" O.C.

#4 BARS @ 12"

O.C. EA. FACE

12" MASONRY WALL

W/ 4" BRICK EA FACE

W/ THRU WALL TIES

@ 16" O.C. HORIZ. &

VERT.

DOVETAIL SLOTS @

24" O.C. W/ ANCHORS

@ 16" O.C.

4 1/2"

INCREASE SLAB DEPTH

@ SLEEVE FOR

HANDRAIL POST (TYP)

1-1/2" DIA. ALUM PIPE

RAILING - UTILIZE

SALVAGED EXISTING

AS ABLE

5" CONCRETE

PAVEMENT W/ 6x6- W2.9xW2.9 W.W.F. ON

COMPACTED

GRANULAR FILL.

1/2" EXPANSION JOINT

W/ FILLER

ROUND

1/2" MAX.

30° MAX.

1"

#5 HAIRPINS

@ 12" O.C.

FIRST FLR

100' - 0"

B.O. FTG

94' - 0"

T.O. FTG

95' - 0"

PLANTING AREA

4" 1' - 0" 4"

1' - 8"

T .O

W

A L

L

/8

V .I .F

M

IN

1' - 0"

A2.33

SIM.

12" MASONRY WALL W/ 4" BRICK

EA FACE W/ THRU WALL TIES @

16" O.C. HORIZ. & VERT.

5" CONCRETE SLOPED WALK

W/ 6x6-W2.9xW2.9 W.W.F. ON

COMPACTED GRAN. FILL

DAMPROOFING THIS SIDE

& TOP OF CONC. WALL

#4 BARS @ 12" O.C. VERT.

#4 BARS @ 12" O.C. HORIZ.

#4 BARS @ 18" O.C.

(3) #4 BARS CONT.

12" LEG ON BENT $4 BAR

1/2" EXPANSION JOINT W/

FILLER

GROUT CORE SOLID W/ #4

BARS @ 12" O.C. VERT. & #4

BARS @ 12" O.C. HORIZ.

/2

/4

1' - 0"

6" 6"

1"

1"

FACE BRICK W/

THRU WALL TIES

@ 16" O.C.

CAULKING THRU WALL COPPER

FLASHING W/ 1/2"

HEMMED EDGE @ HEAD

JOINT IN WALL CAP, TYP.

EXISTING SALVAGED

GRANITE WALL CAP

FASTENED TO TOP OF

WALL PER MANUF. REC.

1" MIN. DEEP CAULKING

@ HEAD JOINTS

FACE BRICK W/ THRU

WALL TIES @ 16" O.C.

CAULKING

GROUT CORE SOLID

W/ #4 BARS @ 12" O.C.

VERT. & #4 BARS @

12" O.C. HORIZ.

A2.31

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

FILE NO.

171/25046.CTS

/2

/2

:1

:0

P

M C

U se rs

\r so va \D o cu m e n ts

\C E

N T

R A

L -2

-S a g in a w

S tO ff ic e R e p la ce E n t_

V rs o va

W T

A .r vt W

T A

2025009

SEPT. 26, 2025

J.R.G.

JEROME T. HART

STATE OFFICE BUILDING

A2.33

SAGINAW, MI 48607

EXTERIOR ENTRANCE

REPLACEMENT FOR:

ENLARGED NORTHEAST

AREA PLAN & DETAILS

NORTH

SCALE: 1/4" = 1'-0"A2.33

ENLARGED NORTHEAST AREA PLAN1

SCALE: 1/2" = 1'-0"A2.33

TYP. NORTH STAIR SECTION2

SCALE: 1" = 1'-0"A2.33

CONC CURB DETAIL6

SCALE: 3/4" = 1'-0"A2.33

CONTROL/CONSTRUCTION JOINTS4

SCALE: 3/4" = 1'-0"A2.33

CONTROL JOINT - SNOW MELT5

SCALE: 3/4" = 1'-0"A2.33

SOUTHEAST CHEEKWALL SECTION9

SCALE: N.T.S.A2.33

STAIR NOSING DETAIL3

SCALE: 3/4" = 1'-0"A2.33

SOUTHEAST SLOPED WALK SECTION8

. PLAN KEYNOTES

1 5" THICK CONCRETE SLOPED WALK @ 1:20 MAX. W/

6x6-W2.9xW2.9 W.W.F. ON COMPACTED GRANULAR

FILL.

2 5" CONCRETE PAVEMENT W/ 6x6-W2.9xW2.9 W.W.F.

ON COMPACTED GRANULAR FILL.

3 UTILIZE SALVAGED EXISTING HANDRAIL AS ABLE

AND PROVIDE NEW RAILING TO MATCH EXISTING

AS REQUIRED.

4 BRICK VENEER CHEEK WALL INFILL TO MATCH

ADJACENT CONSTRUCTION.

5 CONCRETE CURB. RE: DETAIL 5/A2.33.

6 POLETOP LIGHTING & POLE IN EXISTING LOCATION

(RE: ELECTRICAL).

7 12" MASONRY WALL W/ 4" BRICK EA. FACE W/

THRU-WALL TIES @ 16" O.C. HORIZ. & VERT.,

GROUT CORE SOLID W/ #4 BARS @ 12" O.C. VERT. &

#4 BARS @ 12" O.C. HORIZ.

8 GRANITE WALL CAP. RE-USE SALVAGED GRANITE

CAP PIECES.

9 5" THICK CONCRETE SLAB W/ 6x6-W2.9xW2.9 W.W.F.

ON COMPACTED GRANULAR FILL, TYP. W/ SNOW

MELT SYSTEM (RE: MECHANICAL & COORD. W/

SNOW MELT PROVIDER).

10 5" THICK CONCRETE SLAB LANDING W/

6x6-W2.9xW2.9 W.W.F. ON COMPACTED GRANULAR

FILL, TYP. W/ SNOW MELT SYSTEM (RE:

MECHANICAL & COORD. W/ SNOW MELT

PROVIDER).

11 1-1/2" DIAMETER ALUMIMUM PIPE HANDRAIL.

12 1-1/2" DIAMETER ALUMIMUM POST LOCATION

(TYP.).

13 CONCRETE REINFORCED STAIR ON COMPACTED

GRANULAR FILL, TYP. W/ SNOW MELT SYSTEM (RE:

MECHANICAL & COORD. W/ SNOW MELT

PROVIDER).

14 #4 BAR @ 12" O.C. EACH WAY.

15 #4 BAR TYPICAL @ STAIR NOSING, EPOXY COATED

W/ #3 HAIRPINS.

16 CONCRETE STEM WALL FOUNDATION W/ #4 BARS

@ 12" O.C. EA. FACE & #3 BARS HORIZ @ 12" O.C.

17 20" x 12" CONCRETE SPREAD FOOTING W/ (3) #4

CONT.

18 5" CONCRETE RAMP W/ 6x6-W2.9xW2.9 W.W.F. ON

COMPACTED GRANULAR FILL, TYP. W/ SNOW MELT

SYSTEM (RE: MECHANICAL & COORD. W/ SNOW

MELT PROVIDER).

19 2" THICK HIGH DENSITY INSULATION.

20 LIGHT POLE FIXTURE IN NEW LOCATION (RE:

ELECTRICAL).

21 1/2" EXPANSION JOINT WITH FILLER.

22 REMOVE ALL BLOCKAGES FROM EXISTING BRICK

WEEP TUBES ADJACENT TO THE NEW NORTHWEST

RAMP.

23 LANDSCAPING AREA (RE: LANDSCAPING PLANS).

24 INDICATES MULLION MOUNTED ADA PUSH BUTTON

(ADA) AND CARD READER (CR).

25 CONCRETE REINFORCED WALL W/ #4 BAR VERT. @

12" O.C. & #4 BAR HORIZ. @ 12" O.C.

26 PRECAST CONCRETE CAP.

27 CONCRETE REINFORCED STAIR ON COMPACTED

GRANULAR FILL.

SCALE: 3" = 1'-0"A2.33

CHEEK WALL CAP DETAIL7

FRAME TYPE GENERAL NOTES:

1. REFER TO SPECIFICATIONS NUMBER 088000 FOR

GLAZING TYPE INFORMATION.

2. PROVIDE SAFETY GLAZING PER SPECIFICATION

AS REQUIRED BY CODE.

INDICATES LOCATION OF TEMPERED

GLASS

T

INDICATES INSULATED GLAZING

LOCATIONS

GLAZING TYPES:

INDICATES FRP PANEL LOCATIONS

DOOR & FRAME GENERAL NOTES:

1. ALL DIMENSIONS INDICATE ROUGH OPENING

DIMENSIONS.

2. REFER TO SPECIFICATIONS NUMBER 087100 FOR

DOOR HARDWARE.

3. PROVIDE SEALANT AT JOINTS BETWEEN ALL DOOR

AND WINDOW FRAMES AND ADJACENT MATERIALS

(FIRE RATED SEALANT AT RATED FRAMES).

4. AT ALL DOORS AND FRAMES COORDINATE

SECURITY DEVICES SPECIFICATIONS AND

ELECTRICAL DRAWINGS. COORDINATE WITH

OWNER ACCESS CONTROL REQUIREMENTS FOR

FRAME PREP AND ELECTRICAL ROUTING WHERE

REQUIRED.

FIRST FLR

100' - 0"

W1

EXTERIOR STOREFRONT

GLAZING:GL-A

FRAME:DARK BRONZE

A3.21

A3.21

A3.21

A3.21

OPP.

14' - 1" V.I.F.

DOOR

REMOVABLE

MULLION

2" 3' - 7 1/2" 2" 6' - 2" 2" 3' - 7 1/2" 2"

T

T

T

T

FIRST FLR

100' - 0"

W2.2

EXTERIOR STOREFRONT

GLAZING:GL-A

FRAME:DARK BRONZE

W2.1 CL

RE:

DOOR

T

A3.21

A3.21

A3.21

5' - 2 1/2" V.I.F.

A3.21

/17 A3.21

T

FIRST FLR

100' - 0"

W2.1

EXTERIOR STOREFRONT

GLAZING:GL-A

FRAME:DARK BRONZE

W2.2 CL

RE:

DOOR

T

A3.21

A3.21

A3.21

5' - 2 1/2" V.I.F.

A3.21

/17 A3.21

T

FIRST FLR

100' - 0"

W3.2

EXTERIOR STOREFRONT

GLAZING:GL-A

FRAME:DARK BRONZE

W3.1 CL

RE:

DOOR

T

A3.21

A3.21

A3.21

5' - 4 1/8" V.I.F.

A3.21

/17 A3.21

T

FIRST FLR

100' - 0"

W3.1

EXTERIOR STOREFRONT

GLAZING:GL-A

FRAME:DARK BRONZE

W3.2 CL

RE:

DOOR

T

A3.21

A3.21

A3.21

5' - 2 1/2" V.I.F.

A3.21

/17 A3.21

T

S E

E S

C H

E D

SCHED.

SEE

D1

6" 6"

T

NOTE:

ALL DOOR

GRAPHICS/SIGNAGE

BY OWNER.

DOOR (RE: SCHEDULE

THIS SHEET)

THRESHOLD

EXISTING

BRICK PAVERS

M A

X

/2

M A

X

/4

EXISTING

EXPANSION JOINT

EXISTING

CONCRETE SLAB

EXISTING

BRICK PAVERS

EXISTING METAL STUD

FRAMING

EXISTING RIGID INSULATION

EXISTING ALUM SOFFIT

BACKER ROD & SEALANT

SHIM AS REQUIRED

ALUMINUM STOREFRONT

SYSTEM (RE: FRAMING

ELEVATIONS THIS SHEET)

BACKER ROD

& SEALANT

EXISTING PERIMETER

GYP BD SOFFIT &

FRAMING - PATCH &

REPAIR AS REQUIRED

FOR NEW

STOREFRONT SYSTEM

FRP PANEL

ALUM STOREFRONT

SYSTEM (RE: FRAMING

ELEVATIONS THIS SHEET)

BACKER ROD & SEALANT

SHIM AS REQUIRED

BACKER ROD & SEALANT

EXISTING METAL STUD FRAMING

EXISTING ALUM CLOSURE

PANEL OVER GYP BD

EXISTING ALUM CLOSURE

PANEL OVER GYP BD

EXISTING ALUM STOREFRONT

/2

2"

M A

X

/2

M A

X

/4

DOOR (RE: SCHEDULE

THIS SHEET)

THRESHOLD

1/2" EXPANSION JOINT

CONCRETE SLAB

PER PLAN

EXISTING

CONCRETE

SLAB

2"

/2

BACKER ROD & SEALANT

DOOR (RE: SCHEDULE

THIS SHEET)

SHIM AS REQUIRED

PRE-FINISHED BRAKE

METAL CLOSURE PANEL TO

MATCH STOREFRONT

FINISH, OVER 1/2" EXTR

GRADE GYP BD ON 3 5/8"

METAL STUD FRAMING

EXISTING BRICK VENEER

EXISTING ALUM

CLOSURE PANEL OVER

WALL CONSTRUCTION

BACKER ROD & SEALANT

BACKER ROD & SEALANT

EXISTING BRICK VENEER

ALUMINUM STOREFRONT

SYSTEM (RE: FRAMING

ELEVATIONS THIS SHEET)

BACKER ROD & SEALANT

BACKER ROD

& SEALANT

EXISTING ALUM SOFFIT

PANEL & SUSPENSION

SYSTEM

EXISTING STEEL SHELF

ANGLE

EXISTING RIGID

INSULATION

EXISTING METAL

STUD FRAMING

SHIM AS REQUIRED

EXISTING ACOUSTICAL

CEILING SYSTEM -

PATCH & REPAIR AS

REQUIRED FOR NEW

STOREFRONT SYSTEM

FRP PANEL

1/2"

V.I.F.

40.00°

/2 " 4

/2

2" 2"

ALUM STOREFRONT

BRAKE METAL, MATCH

STOREFRONT FINISH

WEATHER BARRIER

FRAMING BACKER ROD & SEALANT

BACKER ROD & SEALANTBRAKE METAL, MATCH

STOREFRONT FINISH

SHIM

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

FILE NO.

171/25046.CTS

/2

/2

:1

:0

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2025009

SEPT. 26, 2025

J.R.G.

JEROME T. HART

STATE OFFICE BUILDING

A3.21

SAGINAW, MI 48607

EXTERIOR ENTRANCE

REPLACEMENT FOR:

DOOR & FRAME

SCHEDULE, TYPES AND

DETAILS

DOOR SCHEDULE

DOOR

WIDTH HEIGHT THK.

DOOR PANEL DOOR FRAME DETAILS *=SIM. FIRE RATING

REMARKS

HW

SETNUMBER TYPE MAT. FINISH TYPE MAT. FINISH HEAD JAMB SILL LABEL MIN.

FIRST FLR

A1.1 (2) 3' - 0" 7' - 0" 1 3/4" D1 ALUM DB W1 ALUM DB SEE FRAME SEE FRAME SEE FRAME ADA PUSH BUTTON, CARD READER 1

C1.1 3' - 0" 7' - 0" 1 3/4" D1 ALUM DB W2.1 ALUM DB SEE FRAME SEE FRAME SEE FRAME ADA PUSH BUTTON, CARD READER 2

C1.2 3' - 0" 7' - 0" 1 3/4" D1 ALUM DB W2.2 ALUM DB SEE FRAME SEE FRAME SEE FRAME 3

C2.1 3' - 0" 7' - 0" 1 3/4" D1 ALUM DB W3.1 ALUM DB SEE FRAME SEE FRAME SEE FRAME 3

C2.2 3' - 0" 7' - 0" 1 3/4" D1 ALUM DB W3.2 ALUM DB SEE FRAME SEE FRAME SEE FRAME ADA PUSH BUTTON, CARD READER 2

1/4" = 1'-0"

DOOR TYPES

SCALE: 1 1/2" = 1'-0"A3.21

SILL DTL @ A111

SCALE: 1 1/2" = 1'-0"A3.21

HEAD DTL @ A112

SCALE: 1 1/2" = 1'-0"A3.21

JAMB DTL @ A113

SCALE: 1 1/2" = 1'-0"A3.21

SILL DTL @ C1 & C214

SCALE: 1 1/2" = 1'-0"A3.21

JAMB DTL @ C1 & C216

SCALE: 1 1/2" = 1'-0"A3.21

HEAD DTL @ C1 & C215

SCALE: 3" = 1'-0"A3.21

JAMB @ 40 DEG DETAIL17