S02 Drawings - 553-23-100.pdf

SITE LOCATION

JOHN D. DINGELL VA MEDICAL CENTER

#553-21-105

DEPARTMENT OF VETERANS AFFAIRS

4646 JOHN R. STREET DETROIT, MICHIGAN 48201

REPAIR PARKING GARAGE DEFICIENCIES

THERMAL STORAGE TANK - PHASE 1

G E N E R A L N O T E S

1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.

2. THE CONTRACTOR MUST VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION.

IF PROVIDED, THE GENERAL CONTRACTOR MUST CAREFULLY EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR

MUST BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND

CONSTRUCTION.

4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND

THE ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

6. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE C.O.R. TO MINIMIZE DISRUPTIONS OF

NORMAL FUNCTIONS OF THE VA'S OCCUPIED AREAS.

7. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF THE

CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE C.O.R. THE C.O.R. RESERVES

THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS

ADJACENT TO OCCUPIED SPACES.

8. ALL EXISTING SERVICES AND UTILITIES MUST BE MAINTAINED TO AREAS THAT ARE IN OPERATION AND SERVED BY THEM.

COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH C.O.R. NO SHUT DOWN OF EXISTING

SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE C.O.R.'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE

TEMPORARY SERVICES AND/OR UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE C.O.R.

9. THE CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE V.A.'S AREAS ADJACENT TO NEW

CONSTRUCTION OR AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE

CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE

RESULTS OF ALL CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.

10. THE CONTRACTOR MUST RECEIVE WRITTEN APPROVAL FROM THE C.O.R. BEFORE USING OPEN FLAMES, WELDING RODS AND

TORCHES. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND

OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED

PERMITS RELATED TO HOT WORK.

11. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING

MEMBERS AND SYSTEMS AT ALL TIMES.

12. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED FOR RETENTION, SHALL BECOME THE PROPERTY OF

THE CONTRACTOR AND IT MUST BE DISPOSED OF. NO DEBRIS RESULTING FROM WORK WILL BE LEFT IN THE CONSTRUCTION

ROUTES BEYOND THE AREAS OF WORK.

13. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS WOULD INCLUDE

ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS FOR MORE

INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING

BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING.

14. THE CONTRACTOR MUST PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL

PERMANENT SUPPORT IS PROVIDED IN THE FINAL CONSTRUCTION.

15. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL AUTHORITIES, CODES, RULES AND

REGULATIONS.

16. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED.

MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S INSTALLATION INSTRUCTIONS WILL

SUPERSEDE.

17. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE C.O.R. PRIOR TO PROCEEDING WITH WORK.

18. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND

THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE C.O.R. THE CONTRACTOR

SHALL NOT PROCEED WITH WORK UNTIL WRITTEN CLARIFICATION FROM THE VA C.O.R IS RECEIVED.

19. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE

DOCUMENTS AND THE MANUFACTURER’S INSTRUCTIONS.

20. ALL MATERIALS USED MUST BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE

INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED

TO NOTIFY THE ARCHITECT TO OBTAIN A MINIMUM STANDARD OF QUALITY.

21. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION.

22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE ADHERENCE TO OSHA

REGULATIONS.

23. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS FOR REMOVAL.

DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW

PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE

HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE IN OR AROUND THE CONSTRUCTION SITE.

24. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES.

25. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF CONSTRUCTION.

26. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED ROUGH

OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER, C.O.R. PRIOR TO CONSTRUCTION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMPENGINEER OF RECORD

321 4 5 6 7 8 9 10

A u to d e s k D o c s /D e tr o it V

A

R e p a ir

P a rk in g G a ra g e D e fi c ie n c ie s /F

F E

D e tr o it

R e p a ir P a rk in g

G a ra g e

A R

C H rv t

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:2

:1

P

M

GI000

COVER SHEET

09/08/2023 PRQ JLF

REPAIR PARKING GARAGE

DEFICIENCIES

553-21-105

DETROIT, MICHIGAN

THERMAL STORAGE

TANK - PHASE 1 102

JOHN D.

DINGELL VA

MEDICAL

CENTER

Approved: Owner

12" = 1'-0"

VICINITY MAP

12" = 1'-0"

VA CAMPUS SITE MAP

DIRECTOR, MEDICAL CENTER

PAMELA REEVES

ASSOCIATE DIRECTOR, MEDICAL CENTER

MICHELLE WERNER

CHIEF, FACILITIES MANAGEMENT SERVICES

CASEY P. THAYER

ASSOCIATE CHEIF, FACILITY MANAGEMENT SERVICES

ROBERT PETERS

CHIEF, PASS

GEORGE CHESTER

CHIEF SAFETY

JEFF EDGE

CHIEF, VOLUNTEER SERVICES

BILL BROWNING

DRAWING LIST

SHEET # SHEET NAME

GENERAL

STRUCTURAL

S0.00

S0.01

S1.00

S1.01

S2.00

S3.00

GENERAL NOTES

GENERAL NOTES

WATER TANK FOUNDATION PLAN

WATER TANK REFLECTED CEILING PLAN

ELEVATIONS AND SECTIONS

TYPICAL DETAILS

GI000 COVER SHEET

ARCHITECTURE

AD101 LOWER LEVEL DEMOLITION PLAN

GI030 CONTRACTOR STAGGING PLAN

N N

No. Revisions: Date:

BID DOCUMENTS 10/02/2023

F

JOHN R. STREET

NORTH ENTRANCE DRIVE

NORTH (RED) GARAGE

EXIT ONLY VEHICLE TRAFFIC

VA MEDICAL CENTER

SIDEWALK

SIDEWALK

2' - 0"

GI030

A. CONTRACTOR IS RESPONSIBLE REMOVING CONSTRUCTION WASTE FROM PROJECT LOCATION

B. CONTRACTOR MUST LEAVE IMMEDIATE WORK AREAS CLEAN OF CONSTRUCTION WASTE AT END OF DAILY OPERATIONS.

C. CONTRACTOR MUST COORDINATE ALL DEMOLITION TO MAINTAIN UTILITY SERVICE.. SEE CONTRACT SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

D. CHANGES OR ADDITIONS TO DEMOLITION REQUIREMENTS SHOWN ARE SUBJECT TO APPROVAL FROM THE COR.

E. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES, STRUCTURES, AND UTILITIES NOT MARKED FOR REMOVAL OR DEMOLITION AND SHALL PROMPTLY REPAIR ANY DAMAGE AS DIRECTED BY THE COR AT NO COST TO OWNER.

F. ADJACENT LANDSCAPE AND STRUCTURES MUST BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. CONTRACTOR MUST

CORRECT OR RESTORE SUCH DAMAGE AT CONTRACTOR'S EXPENSE.

G E N E R A L D E M O L I T I O N N O T E S:

4' -0

M

IN

IM

U M

EXISTING CONCRETE SURFACE

EXISTING ASPHALT SURFACE

HEAVY-DUTY

ASPHALT ANCHOR

SURFACE MOUNT BASE FOR 2" POST

- 12" X 12" SURFACE PLATE

-1/4" THICK STEEL

HEAVY-DUTY

CONCRETE ANCHOR

2" STEEL POST

FASTENER ATTACHMENT

POST TO BASE

30" X 36" SIGNAGE

- WHITE TYPE XI SHEETING BACKGROUND

- 1/2" BLACK BORDER BAND

- RED CAUTION SYMBOL

- 2" TALL BLACK LETTERING

1/2"1/2"

3"

7"

8 1/4"

3"

1/ 2"

1/

2"

1/ 2"

2" MIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMPENGINEER OF RECORD

321 4 5 6 7 8 9 10

A u to d e s k D o c s /D e tr o it V

A

R e p a ir

P a rk in g G a ra g e D e fi c ie n c ie s /F

F E

D e tr o it

R e p a ir P a rk in g

G a ra g e

A R

C H rv t

/3 /2

:0

:1

P

M

GI030

CONTRACTOR STAGGING PLAN

09/08/2023 PRQ JLF

REPAIR PARKING GARAGE

DEFICIENCIES

553-21-105

DETROIT, MICHIGAN

THERMAL STORAGE

TANK - PHASE 1 102

JOHN D.

DINGELL VA

MEDICAL

CENTER

Approved: Owner

1/16" = 1'-0"

DEMOLITION LAYDOWN PLAN

D R A W I N G N O T E S :

1 TEMPORARY SAFETY CONES/BOLLARDS

2 POLYETHYLENE PLASTIC WATER-FILLED JERSEY BARRIERS. - TYPICAL

3 EXISTING RETAINING WALL

4 EXISTING GUARDRAIL

5 DEMOLITION LAYDOWN AREA

6 40 YARD ROLL OFF DUMPSTER

7 TEMPORARY SIGNAGE ALERTING USERS "NORTH GARAGE ENTRY CLOSED. CONSTRUCTION ENTRANCE ONLY. USE

OTHER ENTRANCE OFF E. HANCOCK ST."

No. Revisions: Date:

BID DOCUMENTS 10/02/2023

N

3/4" = 1'-0"

DETAIL - TEMPORARY STREET SIGN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMPENGINEER OR RECORD

321 4 5 6 7 8 9 10

REPAIR PARKING GARAGE

DEFICIENCIES

DETROIT, MICHIGAN

553-21-105

THERMAL STORAGE

TANK - PHASE 1

JOHN D.

DINGELL VA

MEDICAL

CENTER

WALTER P MOORE MICHIGAN, INC.

2000 Town Center, Suite 1937 Southfield, Michigan 48075

866.966.1600

BID DOCUMENTS 10/02/2023

Jacob Bice, P.E.

Professional Engineer No. 6201069246

C U s e rs

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-2

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V A

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S0.00

GENERAL NOTES

09-08-2023 RV GB

Approved: Client Name

No. Revisions: Date:

MIF CO H E IGT AAT N

S

No.

6201069246

JACOB KENYON

BICE

ENGINEER

10/02/2023

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMPENGINEER OR RECORD

321 4 5 6 7 8 9 10

REPAIR PARKING GARAGE

DEFICIENCIES

DETROIT, MICHIGAN

553-21-105

THERMAL STORAGE

TANK - PHASE 1

JOHN D.

DINGELL VA

MEDICAL

CENTER

WALTER P MOORE MICHIGAN, INC.

2000 Town Center, Suite 1937 Southfield, Michigan 48075

866.966.1600

BID DOCUMENTS 10/02/2023

Jacob Bice, P.E.

Professional Engineer No. 6201069246

C U s e rs

\g in o b \D o c u m e n ts

\D

-2

-0

V A

M C

D e tr o it N

G a ra g e

T a n k R e p a ir

R v t2 d e ta c h e d

G in o

B e c e rr a -W

P M

.r v t

/2 /2

:1

:2

A

M

S0.01

GENERAL NOTES

09-08-2023 RV GB

Approved: Client Name

No. Revisions: Date:

MIF CO H E IGT AAT N

S

No.

6201069246

JACOB KENYON

BICE

ND-B

ND-C

ND-D

ND-E

ND-F

1 111098765432

B A

Y

OPNG

S2.00

5 EQ SPACES = 62'-0" 5 EQ SPACES = 62'-0" 4'-4"

OPNGOPNGOPNGOPNGOPNGOPNGOPNGOPNGV

F

F V

F V

F V

F V

ND-4 ND-3 ND-1 33

S2.00

S2.00

S2.00

FV FV FV FV FV FV FV FV FV FV

(E) 12" CAST CONCRETE COLUMN

TYPICAL

(E) 30" CAST CONCRETE COLUMN

TYPICAL ON GRID 6

SHORING POST TYPICAL

(E) PRECAST CONCRETE PLANK

PANELS ON SOUTH SIDE OF COLUMN

TYPICAL

(E) 8" CONCRETE CAST WALL ON

NORTH SIDE OF COLUMN TYPICAL

REMOVED AND SALVAGE PRECAST

CONCRETE PLANK PANELS AT

WESTERN END OF ALL BAYS TO

ALLOW ACCESS BETWEEN ALL BAYS

TYPICAL

DEMO ALL 8" CONCRETE CAST WALLS

T Y

P

T

Y P

T Y

P

T

Y P

TYP

2'-0"

B A

Y

B A

Y

B A

Y

B A

Y

B A

Y

B A

Y

B A

Y

B A

Y

B A

Y

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMPENGINEER OR RECORD

321 4 5 6 7 8 9 10

REPAIR PARKING GARAGE

DEFICIENCIES

DETROIT, MICHIGAN

553-21-105

THERMAL STORAGE

TANK - PHASE 1

JOHN D.

DINGELL VA

MEDICAL

CENTER

WALTER P MOORE MICHIGAN, INC.

2000 Town Center, Suite 1937 Southfield, Michigan 48075

866.966.1600

BID DOCUMENTS 10/02/2023

Jacob Bice, P.E.

Professional Engineer No. 6201069246

C U s e rs

\g in o b \D o c u m e n ts

\D

-2

-0

V A

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D e tr o it N

G a ra g e

T a n k R e p a ir

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:1

:2

A

M

S1.00

WATER TANK FOUNDATION PLAN

09-08-2023 MW GB

Approved: Client Name

1/8" = 1'-0"1

WATER TANK FOUNDATION PLAN

N

No. Revisions: Date:

MIF CO H E IGT AAT N

S

No.

6201069246

JACOB KENYON

BICE

ND-B

ND-C

ND-D

ND-E

ND-F

1 111098765432

S2.00

ND-4 ND-3 ND-1 33

S2.00

S2.00

S2.00

(E) 12" CONCRETE CAST COLUMN

TYPICAL

SHORING POST TYPICAL

(E) CAST CONCRETE BEAM, TYP

PROPOSED ACCESS OPENINGS

S3.00

S3.00

(E) CONCRETE SLAB

SHORING BEAMS

TYPICAL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMPENGINEER OR RECORD

321 4 5 6 7 8 9 10

REPAIR PARKING GARAGE

DEFICIENCIES

DETROIT, MICHIGAN

553-21-105

THERMAL STORAGE

TANK - PHASE 1

JOHN D.

DINGELL VA

MEDICAL

CENTER

WALTER P MOORE MICHIGAN, INC.

2000 Town Center, Suite 1937 Southfield, Michigan 48075

866.966.1600

BID DOCUMENTS 10/02/2023

Jacob Bice, P.E.

Professional Engineer No. 6201069246

C U s e rs

\g in o b \D o c u m e n ts

\D

-2

-0

V A

M C

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G a ra g e

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/2 /2

:1

:2

A

M

S1.01

WATER TANK REFLECTED CEILING

PLAN

09-08-2023 RV GB

Approved: Client Name

N

1/8" = 1'-0"1

WATER TANK REFLECTED CEILING PLAN

No. Revisions: Date:

MIF CO H E IGT AAT N

S

No.

6201069246

JACOB KENYON

BICE

TANK BOTTOM

TANK LID

ND-C ND-D ND-E ND-F

(E) CONCRETE

SLABS

(E) CONCRETE

BEAM/WALL

(E) 8" CONCRETE

CAST WALL

MONOLITHIC WITH

COLUMNS

(E) PRECAST

CONCRETE PLANK

PANELS ON SOUTH

SIDE OF COLUMN

TYPICAL

(E) 30-INCH SQUARE

CONCRETE COLUMNS

DEMODEMODEMODEMO

TO REMAIN,

TYP

TANK BOTTOM

TANK LID

1 111098765432

ND-4 ND-3 ND-1 33

(E) WALL OPENING (E) CONCRETE

SLABS

(E) CONCRETE

BEAMS

(E) CONCRETE

COLUMNS

(E) 8" CONCRETE

CAST WALLS

(E) PRECAST

CONCRETE PLANK

PANELS

TANK BOTTOM

TANK LID

1 10765

ND-4 ND-3

SHORING POST

PROTECT IN-PLACE

(E) 6" PRECAST

WALLS

(E) CONCRETE

COLUMN

(E) CONCRETE

BEAM

(E) CONCRETE

SLAB

SHORING BEAM

DEMO 8"

CONCRETE WALL

DEMO 8"

CONCRETE WALL

V A

R

IE

S F

IE

L

D V

E R

IF

Y

S3.00

S3.00

TANK BOTTOM

TANK LID

COLUMN, TYP

6" FROM FACE OF

B O

T T

O M

F R

O M

S L

A B

DO NOT OVERCUT CORNER.

DEMO CAN LEAVE BEHIND SOME

MATERIAL IN THE CORNER

DEMO 8" CONCRETE WALL

PROTECT IN PLACE 6"

PRECAST WALLS

(E) CONCRETE COLUMN

(E) CONCRETE BEAM

(E) CONCRETE SLAB

S3.00

V A

R

IE

S F

IE

L

D V

E R

IF

Y

SAWCUT TYP

SHORING POST

SHORING BEAM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMPENGINEER OR RECORD

321 4 5 6 7 8 9 10

REPAIR PARKING GARAGE

DEFICIENCIES

DETROIT, MICHIGAN

553-21-105

THERMAL STORAGE

TANK - PHASE 1

JOHN D.

DINGELL VA

MEDICAL

CENTER

WALTER P MOORE MICHIGAN, INC.

2000 Town Center, Suite 1937 Southfield, Michigan 48075

866.966.1600

BID DOCUMENTS 10/02/2023

Jacob Bice, P.E.

Professional Engineer No. 6201069246

C U s e rs

\g in o b \D o c u m e n ts

\D

-2

-0

V A

M C

D e tr o it N

G a ra g e

T a n k R e p a ir

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/2 /2

:1

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S2.00

ELEVATIONS AND SECTIONS

09-08-2023 RV GB

Approved: Client Name

1/8" = 1'-0"2

WALL ELEVATION ALONG GRID 6 LOOKING SOUTH

1/8" = 1'-0"1

WALL ELEVATION OF NORTHERN WALL

1/4" = 1'-0"3

TYPICAL SECTION LOOKING EAST

1/4" = 1'-0"4

TYPICAL ELEVATION LOOKING SOUTH

No. Revisions: Date:

MIF CO H E IGT AAT N

S

No.

6201069246

JACOB KENYON

BICE

TANK BOTTOM

TANK LID

M A

X

1/4

M

A X

(E) BEAM AND SLAB

(E) COLUMN

S3.00

(E) CONCRETE

WALL

(E) PRECAST

WALL

PL 3/4"x12x1'-0"

(4) 3/4" SCREW

ANCHOR WITH 6" MIN.

EMBEDMENT AT 8" OC

(E) CONCRETE

SLAB

TANK LID

1'-7" 1'-7"

5" STD PIPE x 4'-0"

6" XS PIPE

PL 1/2"x10"x0'-10"

W10x54

1/4 2

M A

X

C8x15

7"

3/8" FULL DEPTH

STIFFNER

3/16

3/16

TYP

3/4" SCREW ANCHOR

WITH 6" MIN

EMBEDMENT

1/2"x8"x4" BENT PLATE

WITH VERTICAL SLOT

(2) 3/4" A325

BOLTS AT 4" OC

1'-6"

(2) 3/4" PRETENSIONED BOLTS

WITH OVS IN CHANNEL WEB,

CENTER BOLT IN SLOT

L6X4X3/8 WITH (2) 3/4" BOLTS WITH SVS

IN BEAM WEB CENTER BOLT IN SLOT

CL POST BELOW

(2) 3/4" SCREW ANCHOR WITH 6"

MIN EMBEDMENT. LOCATED

REBAR BEFORE FABRICATION

OF CHANNEL.

C10X15.3

S3.00

SIM

(E) CONC

WALL

TANK LID

1" TO 3" 1" TO 3"

C O

N C

S L

A B

C

IP

RIGID INSULATION AND

TOPPING

CIP CONC BEAM 12"X26"

REINF NOT SHOWN FOR

CLARITY

CIP CONC BEAM 12"X26"

REINF NOT SHOWN FOR

CLARITY

SAWCUT, DO NOT

OVER CUT CORNERS

SAWCUT, DO NOT OVER

CUT CORNERS

#4 @ 10" (TYP)

#4 @ 12" (TYP)

#4 @ 10" (TYP) EPOXY

COATED BARS

REMOVE SECTION OF TOPPING AND CONCRETE SLAB

TANK LID

3"

1 1/2"

L6x4

(E) CONCRETE

COLUMN

S3.00

SIM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMPENGINEER OR RECORD

321 4 5 6 7 8 9 10

REPAIR PARKING GARAGE

DEFICIENCIES

DETROIT, MICHIGAN

553-21-105

THERMAL STORAGE

TANK - PHASE 1

JOHN D.

DINGELL VA

MEDICAL

CENTER

WALTER P MOORE MICHIGAN, INC.

2000 Town Center, Suite 1937 Southfield, Michigan 48075

866.966.1600

BID DOCUMENTS 10/02/2023

Jacob Bice, P.E.

Professional Engineer No. 6201069246

C U s e rs

\g in o b \D o c u m e n ts

\D

-2

-0

V A

M C

D e tr o it N

G a ra g e

T a n k R e p a ir

R v t2 d e ta c h e d

G in o

B e c e rr a -W

P M

.r v t

/2 /2

:1

:2

A

M

S3.00

TYPICAL DETAILS

09-08-2023 RV GB

Approved: Client Name

1" = 1'-0"1

SHORING SECTION LOOKING EAST

1" = 1'-0"2

SHORING SECTION LOOKING NORTH

1" = 1'-0"3

COLUMN END CONNECTION PLAN VIEW

3/4" = 1'-0"5

SLAB REMOVAL

1" = 1'-0"4

END CONNECTION SIDE VIEW

No. Revisions: Date:

MIF CO H E IGT AAT N

S

No.

6201069246

JACOB KENYON

BICE

F

UP

DN

AD101

ND-E

ND-D

ND-C

ND-B

ND-A

ND-F

ND-4 ND-3 ND-2 ND-1

1 2 3 4 5 6 7 8 9 10 11

± 10' - 0"± 12' - 6" ± 14' - 8" ± 10' - 0" ± 12' - 6"

A. CONTRACTOR IS RESPONSIBLE REMOVING CONSTRUCTION WASTE FROM PROJECT LOCATION

B. CONTRACTOR MUST LEAVE IMMEDIATE WORK AREAS CLEAN OF CONSTRUCTION WASTE AT END OF DAILY OPERATIONS.

C. CONTRACTOR MUST COORDINATE ALL DEMOLITION TO MAINTAIN UTILITY SERVICE.. SEE CONTRACT SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

D. CHANGES OR ADDITIONS TO DEMOLITION REQUIREMENTS SHOWN ARE SUBJECT TO APPROVAL FROM THE COR.

E. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES, STRUCTURES, AND UTILITIES NOT MARKED FOR

REMOVAL OR DEMOLITION AND SHALL PROMPTLY REPAIR ANY DAMAGE AS DIRECTED BY THE COR AT NO COST TO OWNER.

F. ADJACENT LANDSCAPE AND STRUCTURES MUST BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. CONTRACTOR MUST

CORRECT OR RESTORE SUCH DAMAGE AT CONTRACTOR'S EXPENSE.

G E N E R A L D E M O L I T I O N N O T E S:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORD STAMPENGINEER OF RECORD

321 4 5 6 7 8 9 10

A u to d e s k D o c s /D e tr o it V

A

R e p a ir

P a rk in g G a ra g e D e fi c ie n c ie s /F

F E

D e tr o it

R e p a ir P a rk in g

G a ra g e

A R

C H rv t

/3 /2

:2

:0

P

M

AD101

BUILDING 102 LOWER LEVEL

DEMOLITION PLAN

09/08/2023 PRQ JLF

REPAIR PARKING GARAGE

DEFICIENCIES

553-21-105

DETROIT, MICHIGAN

THERMAL STORAGE

TANK - PHASE 1 102

JOHN D.

DINGELL VA

MEDICAL

CENTER

Approved: Owner

1/16" = 1'-0"

BULDING 102 - LOEWER LEVEL FLOOR PLAN

1/8" = 1'-0"

ENLARGED LOWER LEVEL DEMOLITION FLOOR PLAN

D R A W I N G N O T E S :

1 FOOT PRINT OF STORAGE TANKS BELOW. - TYPICAL

2 GRID LINES OF BAFFLE WALLS BELOW; REFER TO SHEET S1.00 - TYPICAL

3 REMOVE PORTION OF FLOOR FOR ACCESS INTO TANKS BELOW.

4 POLYETHYLENE PLASTIC WATER-FILLED JERSEY BARRIERS. - TYPICAL

5 AREA BLOCKED OFF FOR CONSTRUCTION PURPOSES. - HATCHED AREA

6 TEMPORARY CONSTRUCTION SCREEN WALL. - TYPICAL

No. Revisions: Date:

BID DOCUMENTS 10/02/2023

N N