Drawings Project No. 553-19-104_.pdf

1. ALL REFERENCES TO OWNER IN THESE DOCUMENTS REFER TO THE

VA, THE CO AND/OR THE COR.

2. ALL REFERENCES TO GOVERNMENT IN THESE DOCUMENTS REFER

TO THE VA, THE CO AND/OR THE COR.

3. PRODUCTS LISTED HEREIN BY MANUFACTURER'S TRADE NAME AND

NUMBERS ARE TO BE USED FOR BASIS OF DESIGN ONLY, U.N.O.

PRODUCTS ARE SUBJECT TO COMPLIANCE WITH SALIENT

CHARACTERISTICS AND REQUIREMENTS IN THE SPECIFICATIONS.

PROVIDE PRODUCTS LISTED OR COMPARABLE PRODUCTS BY OTHER

MANUFACTURERS.

GENERAL NOTES:

N

EW

S

LAKE ERIE

GRAND

RAPIDS

TRAVERSE

CITY

LAKE SUPERIOR

UPPER PENINSULA

MACKINAW

CITY LAKE HURO

N

ALPENA

PETOSKEY

GAYLORD

GRAYLING

LA

K

E M

IC

H

IG

A

N

SAGINAW

FLINT

LANSING

DETROIT

KALAMAZOO

ANN

ARBOR

BATTLE

CREEK

LOCATION MAP

NOT TO SCALE

N

EW

S

CAMPUS MAP

NOT TO SCALE

SOUTH

PARKING

DECK

E N

E R

G Y

C E

N

TE

R

NORTH

PARKING

DECK

E. W

ARREN AVE.

E. H

ANCOCK ST.

E. C

ANFIELD ST.

JO

H

N R

S T.

B R

U S

H S

T.

S T. A

N

TO

IN

E

W O

O D

W A

R D

A V

E . E. F

OREST ST.

W. F

OREST ST.

N

EW

S

VICINITY MAP

NOT TO SCALE

W. F

ORT ST.

MICHIGAN AVE. 1212

W . G

R A

N D

B

LV

D

MARTIN LUTHER KING JR. BLVD.

W. W

ARREN AVE.

W O

O D

W A

R D

A V

E

W. G

RAND BLVD.

W. GRAND RIVER AVE.

G R

A

TI

O T

A V

E

DETROIT RIVER

M C

D O

U G

A

LL S

T

E. G

RAND BLVD.

E. G

RAND BLVD. E. G

RAND BLVD.

V A

N D

Y K

E

E. W

ARREN AVE.

MACK AVE. VERNOR HWY.

E. LAFAYETTE ST.

E. JEFFERSON AVE.

DETROIT

R A

IL

R

O A

D architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERS · SURVEYORS · CONSULTANTS ·

LANDSCAPE ARCHITECTS · LAND PLANNERS

298 VETERANS DRIVE

FOWLERVILLE,

MICHIGAN 48836

(OFFICE) 517-223-3512

(FAX) 517-223-9987

211 E. Water Street, Suite 213L

Kalamazoo, MI 49007 269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

SIGNATURE DATE

Director

Associated Director

Chief of Staff

Associate Director for Patient Care Services

Chief, FMS

Chief, Engineering Section

Chief, Police Service

Chief, Fire Service

Union Safety Representative

Chief, Environmental Management Section

Infection Control Officer

Patient Safety Manager

GEMS Coordinator

Safety Specialist

Contracting Officer

COR

SIGNATURE BLOCK

POSITION DATESIGNATUREPOSITION

DEPARTMENT OF VETERANS AFFAIRS - JOHN D. DINGELL VA MEDICAL CENTER

DETROIT, MICHIGAN

John D. Dingell VA Medical Center

4646 John R. Street

Detroit, MI 48201

C :\U se rs

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\1

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:0

P

M

G-001

COVER SHEET RENOVATE URGENT CARE AND

REGISTRATION

DETROIT, MI

553-19-104

25MAR2022 KJH MRB

100% BID DOCUMENTS190075

RENOVATE URGENT CARE AND

REGISTRATION

553-19-104

25MAR2022

100% BID DOCUMENTS

553-19-104

SHEET LIST

SHEET

NO. SHEET NAME

GENERAL

G-001 COVER SHEET

G-101 LIFE SAFETY PLAN - FIRST LEVEL - PARTIAL ZONE 7

G-102 INFECTION CONTROL RISK ASSESSMENT (ICRA) PLANS

G-103 INFECTION CONTROL RISK ASSESSMENT (ICRA) PLANS

STRUCTURAL

S-001 GENERAL NOTES AND LEGENDS

S-110.7B SLAB PLAN - LOWER LEVEL - ZONE 7B

S-110.I.7B INTERSTITIAL FRAMING PLAN - LOWER LEVEL - ZONE 7B

S-111.7A FRAMING PLAN - FIRST LEVEL - ZONE 7A

S-111.7B FRAMING PLAN - FIRST LEVEL - ZONE 7B

S-111.I.7A INTERSTITIAL FRAMING PLAN - FIRST LEVEL - ZONE 7A

S-111.I.7B INTERSTITIAL FRAMING PLAN - FIRST LEVEL - ZONE 7B

S-501 DETAILS

S-502 DETAILS

ARCHITECTURAL

A-001 ARCHITECTURAL LEGENDS, SYMBOLS, AND ABBREVIATIONS

A-002 PARTITION TYPES

AD100 DEMO PLAN - LOWER LEVEL - PARTIAL ZONE 7

AD100.I DEMO PLAN - LOWER LEVEL INTERSTITIAL - PARTIAL ZONE 7

AD101 DEMO PLAN - FIRST LEVEL - PARTIAL ZONE 7

AD101.I DEMO PLAN - FIRST LEVEL INTERSTITIAL - PARTIAL ZONE 7

AD121 DEMOLITION RCP - FIRST LEVEL PARTIAL ZONE 7

A-100 FLOOR PLAN - LOWER LEVEL - PARTIAL ZONE 7

A-100.I FLOOR PLAN - LOWER LEVEL INTERSTITIAL - PARTIAL ZONE 7

A-101 FLOOR PLAN - FIRST LEVEL - PARTIAL ZONE 7

A-101.I FLOOR PLAN - FIRST LEVEL INTERSTITIAL - PARTIAL ZONE 7

A-111.7A FLOOR PLAN - FIRST LEVEL - ZONE 7A

A-111.7B FLOOR PLAN - FIRST LEVEL - ZONE 7B

A-121 REFLECTED CEILING PLAN - FIRST LEVEL - PARTIAL ZONE 7

A-130.7B REFLECTED CEILING PLAN - LOWER LEVEL - ZONE 7B

A-131.7A REFLECTED CEILING PLAN - FIRST LEVEL - ZONE 7A

A-131.7B REFLECTED CEILING PLAN - FIRST LEVEL - ZONE 7B

A-141.7A EQUIPMENT PLAN - FIRST LEVEL - ZONE 7A

A-141.7B EQUIPMENT PLAN - FIRST LEVEL - ZONE 7B

A-401 INTERIOR ELEVATIONS OBSERVATION UNIT- ZONE 7A

A-402 INTERIOR ELEVATIONS OBSERVATION UNIT- ZONE 7A

A-403 INTERIOR ELEVATIONS FAST TRACK - ZONE 7A

A-404 INTERIOR ELEVATIONS FAST TRACK - ZONE 7A

A-405 INTERIOR ELEVATIONS REGISTRATION - ZONE 7B

A-406 INTERIOR ELEVATIONS REGISTRATION - ZONE 7B

A-407 INTERIOR ELEVATIONS REGISTRATION - ZONE 7B

A-501 SECTIONS

A-502 SECTIONS AND DETAILS

A-503 DETAILS

A-504 INTERIOR DETAILS & ELEVATIONS

A-505 INTERIOR DETAILS

A-506 INTERIOR DETAILS

A-601 SCHEDULES & DIAGRAMS

A-602 DOOR DETAILS

INTERIORS

I-100 FINISH PLAN - LOWER LEVEL - PARTIAL ZONE 7

I-101.7A FINISH PLAN - FIRST LEVEL - ZONE 7A

I-101.7B FINISH PLAN - FIRST LEVEL - ZONE 7B

I-121 SIGNAGE PLAN - FIRST LEVEL - PARTIAL ZONE 7

I-122 SIGNAGE DETAILS

I-601 INTERIORS SCHEDULES

Revisions: Date:

SHEET LIST

SHEET

NO. SHEET NAME

FIRE PROTECTION PLAN

FPD101 FIRE PROTECTION DEMO PLAN - FIRST LEVEL - PARTIAL ZONE 7

FP101 FIRE PROTECTION PLAN - FIRST LEVEL - PARTIAL ZONE 7

PLUMBING

PD101 WASTE AND VENT DEMO PLAN - FIRST LEVEL - PARTIAL ZONE 7

PD102 DOMESTIC WATER DEMO PLAN - FIRST LEVEL - PARTIAL ZONE 7

PD103 MEDICAL GAS DEMO PLAN - FIRST LEVEL - PARTIAL ZONE 7

P-101 WASTE AND VENT PLAN - FIRST LEVEL - PARTIAL ZONE 7

P-102 DOMESTIC WATER PLAN - FIRST LEVEL - PARTIAL ZONE 7

P-103 MEDICAL GAS PLAN - FIRST LEVEL - PARTIAL ZONE 7

P-400 PLUMBING ENLARGED PLANS

P-500 PLUMBING DETAILS AND SCHEDULES

MECHANICAL

M-000 MECHANICAL GENERAL INFORMATION

MD101 HVAC DEMO PLAN - FIRST LEVEL - PARTIAL ZONE 7

MPD101 MECHANICAL PIPING DEMO PLAN - FIRST LEVEL - PARTIAL ZONE 7

MH101 HVAC PLAN - FIRST LEVEL - PARTIAL ZONE 7

MP101 MECHANICAL PIPING PLAN - FIRST LEVEL - PARTIAL ZONE 7

M-500 MECHANICAL DETAILS

M-600 MECHANICAL SCHEDULES AND TEMPERATURE CONTROLS

ELECTRICAL

E-001 ELECTRICAL GENERAL INFORMATION

E-002 LIGHTING SCHEDULES

ED100 DEMO PLAN - LOWER LEVEL - PARTIAL ZONE 7

ED100.I DEMO PLAN -LOWER LEVEL INTERSTITIAL - PARTIAL ZONE 7

ED101 DEMO PLAN - FIRST LEVEL - PARTIAL ZONE 7

ED101.I DEMO PLAN - FIRST LEVEL INTERSTITIAL - PARTIAL ZONE 7

EL400.7B LIGHTING PLAN - LOWER LEVEL - ZONE 7B

EL401.7A LIGHTING PLAN - FIRST LEVEL - ZONE 7A

EL401.7B LIGHTING PLAN- FIRST LEVEL - ZONE 7B

EP400.7B POWER PLAN - LOWER LEVEL - ZONE 7B

EP401.7A POWER/SYSTEMS PLAN - FIRST LEVEL - ZONE 7A

EP401.7B POWER/SYSTEMS PLAN - FIRST LEVEL- ZONE 7B

E-201 ELEVATIONS

E-500 ELECTRICAL DETAILS

E-501 ELECTRICAL DETAILS

E-600 PANEL SCHEDULES

E-601 PANEL SCHEDULES

TOTAL SHEETS: 87

ST

ATE OF MICHIGAN

L

IC

E N

SED PROFESSIONA L E

N G

IN

E

E

RENGINEER

No.

51101

NATHANIEL

STALKER

03/25/2022

ST

ATE OF MICHIGAN

L

IC

E N

SED PROFESSIONA L E

N G

IN

E

E

RENGINEER

No.

50400

SCOTT E.

TOWNSEND

03/25/2022

NIC

NIC

SMOKE COMPARTMENT ZONE 11

SMOKE COMPARTMENT ZONE 1.3

SMOKE COMPARTMENT ZONE 1.6

SMOKE COMPARTMENT

ZONE 1.7

90'

75'

28'

HORZ FOLDING FIRE DOORHORZ FOLDING FIRE DOOR

170 OCC

170 OCC

460 OCC

460 OCC

460 OCC460 OCC OBSERVATION

FAST TRACK

CARE

REGISTRATION

NIC

MIN

MIN

MIN

MIN

MIN

MIN

MIN

MIN

MIN

167 SF

120 GSF

180 SF

120 GSF

172 SF

120 GSF

164 SF

120 GSF

154 SF

120 GSF

154 SF

120 GSF

111 SF

50 GSF

98 SF

50 GSF

91 SF

50 GSF

64 SF

50 GSF

216 SF

15 NSF

123 SF

50 GSF

40 SF

500 GSF

89 SF

150 GSF

33 SF

500 GSF

91 SF

150 GSF

94 SF

500 GSF

127 SF

50 GSF

123 SF

50 GSF

148 SF

50 GSF

84 SF

500 GSF

106 SF

150 GSF

101 SF

150 GSF

63 SF

500 GSF

57 SF

150 GSF

117 SF

150 GSF

361 SF

150 GSF

170 SF

15 NSF

58 SF

150 GSF

591 SF

150 GSF

200 SF

15 NSF

316 SF

30 GSF

155 SF

150 GSF

281 SF

500 GSF

72 SF

50 GSF

72 SF

50 GSF

72 SF

50 GSF

72 SF

50 GSF

72 SF

50 GSF

72 SF

50 GSF

72 SF

50 GSF

72 SF

50 GSF

72 SF

50 GSF

72 SF

50 GSF

72 SF

50 GSF

69 SF

50 GSF

495 SF

15 NSF

FEC FHC

FE

C

187 SF

150 GSF

MIN

MIN

FE

PARTITION / WALL FIRE RATINGS

2-HR. FIRE BARRIER EXISTING 2-HR. FIRE BARRIER

NOTE: EXISTING RATED WALL SHOWN SCREENED ON PLAN. - V.I.F. WALLS MEET DESIGNATED

REQUIREMENTS & ADD OPENING & PENETRATION PROTECTIVES AS REQ'D

SMOKE COMPARTMENT AREAS

SMOKE COMPARTMENT ZONE 1.6 SMOKE COMPARTMENT ZONE 11 SMOKE COMPARTMENT ZONE 1.3

EXIST COMPARTMENT = 18,950 SF EXIST COMPARTMENT = 15,135 SF NO CHANGES

NEW COMPARTMENT = 17,770 SF NEW COMPARTMENT = 17,220 SF

1-HR. SMOKE BARRIER

NON-RATED

SMOKE PARTITION

EXISTING 1-HR. SMOKE BARRIER

EXISTING NON-RATED

SMOKE PARTITION

APPLICABLE CODES AND STANDARDS

BUILDING CODES: EDITION

· NFPA 101 LIFE SAFETY CODE 2021

· NFPA NATIONAL FIRE CODES, WITH EXCEPTION OF NFPA 5000 AND NFPA 900

· INTERNATIONAL BUILDING CODE (IBC) 2018

· ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS)

· VA BARRIER FREE DESIGN STANDARD (PG-18-13, SUPPLEMENT TO THE ABAAS)

PLUMBING CODE:

· INTERNATIONAL PLUMBING CODE (IPC) 2018

HVAC CODE:

· ASME BOILER AND PRESSURE VESSEL CODE

· ASME CODE FOR PRESSURE PIPING

· ASHRAE STANDARD 62.1 - VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY 2004

· ASHRAE STANDARD 15 - SAFETY STANDARD FOR REFRIGERATION SYSTEMS 2007

ELECTRICAL CODE:

· NATIONAL ELECTRICAL CODE (NEC - NFPA 70) 2020

OCCUPANCY CLASSIFICATION (NFPA 101: 6.1):

· HEALTH CARE (UNCHANGED)

BUILDING AREA:

· EXISTING BUILDING AREA: (UNCHANGED)

· AREA OF RENOVATION: 13,570 SF

TYPES OF CONSTRUCTION (NFPA 101: 18.1.6):

· II (222) (UNCHANGED)

AUTOMATIC SPRINKLER SYSTEM (NFPA 101: 9.7):

· EXISTING BUILDING FULLY SPRINKLED

· RENOVATION TO REWORK EXISTING SYSTEM FOR PLAN CHANGES

FIRE ALARM SYSTEM AND SMOKE DETECTION (NFPA 101: 9.6):

· EXISTING BUILDING FULLY ALARMED WITH SMOKE DETECTION

· RENOVATION TO REWORK AND TIE INTO EXISTING FIRE ALARM SYSTEM AND SMOKE DETECTION FOR PLAN

CHANGES

EGRESS REQUIREMENTS:

· EGRESS CAPACITY(LEVEL COMPONENTS & RAMPS) = 0.2"/OCCUPANT (NFPA 101: 7.3.3)

· COMMON PATH OF TRAVEL = 100' (NFPA 101: 18.2.5.2)

· DEAD ENDED CORRIDOR = 30' MAX (NFPA 101: 18.2.5.3)

· TRAVEL DISTANCE TO EXITS = 200' MAX (NFPA 101: 18.2.6.2)

OCCUPANT LOADS FOR EGRESS (NFPA 101: 7.3.1.2):

· REGISTRATION SUITE: 95 TOTAL OCCUPANTS

· FAST TRACK / OBSERVATION SUITE: 53 TOTAL OCCUPANTS

· ADDITIONAL OCCUPANTS TO SMOKE COMPARTMENT ZONE 11: 18 OCCUPANTS

NOTE: REFER TO INDIVIDUAL OCCUPANCY SYMBOLS ON PLANS FOR INDIVIDUAL ROOM OCCUPANCIES

SUITES (NFPA 101: 18.2.5.7):

· PATIENT CARE SLEEPING SUITE (OBSERVATION/FAST CARE SUITE):

MAX ALLOWABLE = 7,500 SF ACTUAL = 4,635 SF

· PATIENT CARE NONSLEEPING SUITE (REGISTRATION SUITE):

MAX ALLOWABLE = 12,500 SF ACTUAL = 5,397 SF

CODE SUMMARY

FIRE EXTINGUISHER CABINET

SYMBOL LEGEND

DIST. TO

EXIT

PERSONS

TO EXIT EGRESS PATH COMPUTATION

EXIT

FEC

FIRE PROOFING NOTES

PROVIDE SPRAY APPLIED FIRE RESISTANT MATERIAL TO ALL STEEL COLUMNS, STEEL BEAMS, LINTELS, STEEL DECK AND ANY MISC. STRUCTURAL STEEL. ALL STEEL STRUCTURAL MEMBERS SHALL BE

INDIVIDUALLY PROTECTED ON ALL SIDES FOR THEIR FULL LENGTH.

FIRE RESISTANCE RATINGS FOR TYPE II (222)

COLUMNS (FLOOR LEVEL & INTERSTITIAL) - 2 HR

BEAMS, GIRDERS, AND TRUSSES (FLOOR LEVEL & INTERSTITIAL) - 2 HR

FLOOR DECK (FLOOR LEVEL, NOT INTERSTITIAL) - 2 HR

SMOKE COMPARTMENT SEPARATION

# - MAX EGRESS

CAPACITY

FAST TRACK CARE & OBSERVATION SUITE

REGISTRATION SUITE

1-HR. FIRE BARRIER EXISTING 1-HR. FIRE BARRIER

FIRE EXTINGUISHER

FE

FIRE HOSE CABINET

FHC

### SF

500 GSF

STORAGE:

IN OTHER THAN STORAGE AND

MERCANTILE OCCUPANCIES

ROOMS 500 SF GROSS / PERSON

ASSEMBLY:

LESS CONCENTRATED (WITHOUT

FIXED SEATING)

15 SF NET / PERSON

S/M

### SF

15 NSF

LC

MAX. FLOOR AREA ALLOWANCES PER OCCUPANT AND FUNCTION OF SPACES

NFPA OCCUPANCY SYMBOL LEGEND

### SF

50 GSF

BUSINESS USE:

CONCENTRATED

50 SF GROSS / PERSON

### SF

150 GSF

BUSINESS USE:

UNCONCENTRATED

150 SF GROSS / PERSON

HEALTHCARE:

SLEEPING DEPARTMENTS:

120 SF GROSS / PERSON

120 GSF

### SF ### SF

30 GSF

BUSINESS USE:

COLLABORATION ROOMS /

SPACES ≤ 450 SF IN AREA

30 SF GROSS / PERSON

N KEY PLAN

NOT TO SCALE

SOUTH

PARKING

DECK

ENERGY

CENTER

NORTH

PARKING

DECK

9A architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERS · SURVEYORS · CONSULTANTS ·

LANDSCAPE ARCHITECTS · LAND PLANNERS

298 VETERANS DRIVE

FOWLERVILLE,

MICHIGAN 48836

(OFFICE) 517-223-3512

(FAX) 517-223-9987

211 E. Water Street, Suite 213L

Kalamazoo, MI 49007 269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

John D. Dingell VA Medical Center

4646 John R. Street

Detroit, MI 48201

C :\U se rs

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4/

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:0

P

M

G-101

LIFE SAFETY PLAN - FIRST LEVEL

- PARTIAL ZONE 7

RENOVATE URGENT CARE AND

REGISTRATION

DETROIT, MI

553-19-104

25MAR2022 Checker Author

100% BID DOCUMENTS190075

3/32" = 1'-0"

PARTIAL FIRST FLOOR LIFE SAFETY PLAN - ZONE 5/7

Revisions: Date:

F

G

H

J

J.1

G.3

5.6

E.5

F.4

PROVIDE ADHESIVE

WALK-OFF MATS, TYP.

PROVIDE TEMPORARY PROTECTIVE

PLASTIC BARRIER WITH ZIPPERED ENTRY

FROM FLOOR TO THE BOTTOM OF THE

CEILING.

AREA OF WORK

ONE HOUR FIRE RATED

CONSTRUCTION BARRIER

NIC

E

F

G

H

J

J.1

G.3

F.4

NIC

PROVIDE ADHESIVE

WALK-OFF MATS, TYP.

AREA OF WORK

AREA OF WORK

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF PRECAUTIONS

FOR CONSTRUCTION AND RENOVATION

TYPE OF CONSTRUCTION / PROJECT ACTIVITY TABLE

INSPECTION AND NON-INVASIVE ACTIVITIES

INCLUDES, BUT IS NOT LIMITED TO:

- REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 20 LN FT TILE PER 160 SQ. FT. SPACE.

- PAINTING (BUT NOT SANDING)

- WALLCOVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH NO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION

- PATCHING WALLS - NOT EXCEEDING 8 SQ FT

TYPE

A

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST

INCLUDES, BUT IS NOT LIMITED TO:

- INSTALLATION OF TELEPHONE AND COMPUTER CABLING

- ACCESS TO CHASE SPACES

- CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE CONTROLLED

- PATCHING WALLS - EXCEEDING 8 SQ FT

TYPE

B

WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY

FIXED BUILDING COMPONENTS AND ASSEMBLIES OR NEW CONSTRUCTION

INCLUDES, BUT IS NOT LIMITED TO:

- SANDING OF WALLS FOR PAINTING OR WALL COVERING EXCEEDING 32 SQ. FT., OR VACANT AREAS

- REMOVAL OF FLOOR COVERINGS, CEILING TILES AND CASEWORK

- NEW WALL CONSTRUCTION

- UNCONTAINED DUCT, HVAC OR ELECTRICAL WORK ABOVE CEILINGS

- MAJOR CABLING ACTIVITIES

- ANY OTHER PROJECT WHERE HIGH LEVELS OR DUST ARE GENERATED

TYPE

C

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS

INCLUDES, BUT IS NOT LIMITED TO:

- ACTIVITIES THAT REQUIRE CONSECUTIVE WORK SHIFTS

- REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CABLING SYSTEM

- NEW CONSTRUCTION

TYPE

D

PATIENT RISK GROUP TABLE

- ADMINISTRATIVE OFFICES

- PUBLIC CORRIDORS

- ELEVATORS

- DAY ROOMS

- CANTEEN RETAIL STORE

- VACANT WARDS OR VACANT

ICU'S ETC.

GROUP 1

LOW RISK

- OUTPATIENT, URGENT CARE &

PRIMARY CARE CLINICS

- LABORATORY

- CARDIOLOGY

- ECHOCARDIOGRAPHY

- ENDOSCOPY

- FOOD SERVICES

- INTERIM CARE & MEDICAL

UNITS

- NUCLEAR MEDICINE

- PHARMACY

- PHYSICAL THERAPY

- RADIOLOGY & NUCLEAR

MEDICINE

- RESPIRATORY THERAPY

GROUP 2

MEDIUM RISK

- CCU

- EMERGENCY ROOM

- LABORATORY

- OUTPATIENT SURGERY

- PHARMACY

- POST ANESTHESIA CARE UNIT

- SURGICAL UNITS

GROUP 3

HIGH RISK

- ANY AREA CARING FOR

IMMUNICOMPROMISED

PATIENTS

- SPD STORAGE / STERILIZATION

- INTENSIVE CARE UNITS

- TB NEGATIVE PRESSURE

ISOLATION ROOMS

- OPERATING ROOM

GROUP 4

HIGHEST RISK

INFECTION CONTROL MATRIX - CLASS OF PRECAUTIONS:

CONSTRUCTION PROJECT BY PATIENT RISK

PATIENT RISK GROUP

CONSTRUCTION PROJECT TYPE

TYPE A

LOW RISK GROUP 1

MEDIUM RISK GROUP 2

HIGH RISK GROUP 3

HIGHEST RISK GROUP 4

TYPE B TYPE C TYPE D

I II II III / IV

I II II IV

I II III / IV IV

II III / IV III / IV IV

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY

AND RISK LEVEL INDICATE THAT CLASS III OR IV CONTROL PROCEDURES ARE NECESSARY

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE FOLLOWING INFECTION

CONTROL PRECAUTIONS DEPENDING UPON

THE AREA CLASS DESIGNATION

DURING CONSTRUCTION PROJECT

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING

DUST FROM CONSTRUCTION OPERATIONS.

2. IMMEDIATELY REPLACE A CEILING TILE DISPLACED

FOR VISUAL INSPECTIONS.

C L

A S

S I

UPON COMPLETION OF PROJECT

1. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM

DISPERSING INTO ATMOSPHERE.

2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE

CUTTING.

3. SEAL UNUSED DOORS WITH DUCT TAPE.

4. BLOCK OFF AND SEAL AIR VENTS.

5. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA.

6. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK

IS BEING PERFORMED.

C L

A S

S I

I

1. WIPE WORK SURFACES WITH DISINFECTANT.

2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN

TIGHTLY COVERED CONTAINERS.

3. WIPE WORK SURFACES WITH DISINFECTANT, WET MOP AND /

OR VACUUM WITH HEPA VACUUM BEFORE LEAVING WORK

AREA.

4. REMOVE ISOLATION OF HVAC.

1. REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS

BEING DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS, I.E., SHEETROCK,

PLYWOOD, PLASTIC, TO SEAL AREA FROM NON-WORK AREA OR

IMPLEMENT CONTROL CUBE METHOD (CART WITH PLASTIC

COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA

VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE

CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE

UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS.

4. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN

TIGHTLY COVERED CONTAINERS.

5. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE

COVERING UNLESS SOLID LID.

C L

A S

S I

II

1. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL

COMPLETED PROJECT IS INSPECTED BY THE ENVIRONMENTAL

HEALTH AND SAFETY AND INFECTION CONTROL AND

THOROUGHLY CLEANED BY ENVIRONMENTAL SANITATION

SECTION.

2. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH

CONSTRUCTION.

3. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

4. WET MOP AREA WITH DISINFECTANT.

5. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE

WORK IS BEING PERFORMED.

1. OBTAIN INFECTION CONTROL PERMIT BEFORE

CONSTRUCTION BEGINS.

2. ISOLATE HVAC SYSTEMS IN AREA WHERE WORK IS BEING

DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM.

3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL

CUBE METHOD BEFORE CONSTRUCTION BEGINS.

4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE

UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS.

5. SEAL HOLES, PIPES, CONDUITS AND PUNCTURES

APPROPRIATELY.

6. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO

PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING

A HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR

THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE

REMOVED EACH TIME THEY LEAVE THE WORK SITE.

7. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO

WEAR SHOE COVERS.

C L

A S

S

IV

1. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL

COMPLETED PROJECT IS THOROUGHLY CLEANED BY

ENVIRONMENTAL MANAGEMENT.

2. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

3. WET MOP AREA WITH DISINFECTANT.

4. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH

CONSTRUCTION.

5. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN

TIGHTLY COVERED CONTAINERS.

6. COVER TRANSPORT RECEPTACLES OR CARTS, TAPE

COVERING.

7. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE

WORK IS BEING PERFORMED.

1. VA PREFERS THE USE OF HARD WALL PARTITIONS OVER

THE USE OF PLASTIC SHEETING FOR SEPARATION

BETWEEN CONSTRUCTION AND EXISTING SPACES TO

REMAIN FUNCTIONING. CONTRACTOR TO SUBMIT

PROPOSED PLAN FOR TEMPORARY CONSTRUCTION

PARTITION LOCATIONS FOR COR APPROVAL. TEMPORARY

PARTITION LOCATIONS SHOWN HERE ARE RECOMMENDED

LOCATIONS BASED ON WORK NEEDING TO BE COMPLETED,

BUT DOES NOT CONSTITUTE FINAL LOCATIONS OR

QUANTITIES.

2. CONTRACTOR TO VERIFY IF EXISTING WALLS CALLED OUT

TO BE 1 HR FIRE RATED CONSTRUCTION BARRIERS MEET

THE REQUIREMENTS OF A 1 HR FIRE RATED WALL. IF THEY

DO NOT, THEN PRIOR TO CONSTRUCTION WITHIN THE

CONSTRUCTION BARRIER, THE CONTRACTOR IS TO

UPDATE THE WALL CONSTRUCTION TO MEET THE

REQUIREMENTS.

GENERAL NOTES:

PARTITION / WALL FIRE RATINGS

2-HR. FIRE BARRIER EXISTING 2-HR. FIRE BARRIER

NOTE: EXISTING RATED WALL SHOWN SCREENED ON PLAN. - V.I.F. WALLS MEET DESIGNATED

REQUIREMENTS & ADD OPENING & PENETRATION PROTECTIVES AS REQ'D

1-HR. SMOKE BARRIER

NON-RATED

SMOKE PARTITION

EXISTING 1-HR. SMOKE BARRIER

EXISTING NON-RATED

SMOKE PARTITION

1-HR. FIRE BARRIER EXISTING 1-HR. FIRE BARRIER

N KEY PLAN

NOT TO SCALE

SOUTH

PARKING

DECK

ENERGY

CENTER

NORTH

PARKING

DECK

9A architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERS · SURVEYORS · CONSULTANTS ·

LANDSCAPE ARCHITECTS · LAND PLANNERS

298 VETERANS DRIVE

FOWLERVILLE,

MICHIGAN 48836

(OFFICE) 517-223-3512

(FAX) 517-223-9987

211 E. Water Street, Suite 213L

Kalamazoo, MI 49007 269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

John D. Dingell VA Medical Center

4646 John R. Street

Detroit, MI 48201

C :\U se rs

\M ic he lle

.b ur ri\ D oc um en ts

\1

5_

A _m ic he lle .b ur ri.

rv t

4/

/2

2:

:1

P

M

G-102

INFECTION CONTROL RISK

ASSESSMENT (ICRA) PLANS

RENOVATE URGENT CARE AND

REGISTRATION

DETROIT, MI

553-19-104

25MAR2022 Checker Author

100% BID DOCUMENTS190075

1/16" = 1'-0"

ICRA PLAN - LOWER LEVEL - PARTIAL ZONE 7

1/16" = 1'-0"

ICRA PLAN - LOWER LEVEL INTERSTITIAL - PARTIAL ZONE 7

INFECTION CONTROL RISK MITIGATION RECOMMENDATIONS MATRIX OF PRECAUTIONS

FOR CONSTRUCTION AND RENOVATION

TYPE OF CONSTRUCTION / PROJECT ACTIVITY TABLE

INSPECTION AND NON-INVASIVE ACTIVITIES

INCLUDES, BUT IS NOT LIMITED TO:

- REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 20 LN FT TILE PER 160 SQ. FT. SPACE.

- PAINTING (BUT NOT SANDING)

- WALLCOVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH NO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION

- PATCHING WALLS - NOT EXCEEDING 8 SQ FT

TYPE

A

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST

INCLUDES, BUT IS NOT LIMITED TO:

- INSTALLATION OF TELEPHONE AND COMPUTER CABLING

- ACCESS TO CHASE SPACES

- CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE CONTROLLED

- PATCHING WALLS - EXCEEDING 8 SQ FT

TYPE

B

WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY

FIXED BUILDING COMPONENTS AND ASSEMBLIES OR NEW CONSTRUCTION

INCLUDES, BUT IS NOT LIMITED TO:

- SANDING OF WALLS FOR PAINTING OR WALL COVERING EXCEEDING 32 SQ. FT., OR VACANT AREAS

- REMOVAL OF FLOOR COVERINGS, CEILING TILES AND CASEWORK

- NEW WALL CONSTRUCTION

- UNCONTAINED DUCT, HVAC OR ELECTRICAL WORK ABOVE CEILINGS

- MAJOR CABLING ACTIVITIES

- ANY OTHER PROJECT WHERE HIGH LEVELS OR DUST ARE GENERATED

TYPE

C

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS

INCLUDES, BUT IS NOT LIMITED TO:

- ACTIVITIES THAT REQUIRE CONSECUTIVE WORK SHIFTS

- REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CABLING SYSTEM

- NEW CONSTRUCTION

TYPE

D

PATIENT RISK GROUP TABLE

- ADMINISTRATIVE OFFICES

- PUBLIC CORRIDORS

- ELEVATORS

- DAY ROOMS

- CANTEEN RETAIL STORE

- VACANT WARDS OR VACANT

ICU'S ETC.

GROUP 1

LOW RISK

- OUTPATIENT, URGENT CARE &

PRIMARY CARE CLINICS

- LABORATORY

- CARDIOLOGY

- ECHOCARDIOGRAPHY

- ENDOSCOPY

- FOOD SERVICES

- INTERIM CARE & MEDICAL

UNITS

- NUCLEAR MEDICINE

- PHARMACY

- PHYSICAL THERAPY

- RADIOLOGY & NUCLEAR

MEDICINE

- RESPIRATORY THERAPY

GROUP 2

MEDIUM RISK

- CCU

- EMERGENCY ROOM

- LABORATORY

- OUTPATIENT SURGERY

- PHARMACY

- POST ANESTHESIA CARE UNIT

- SURGICAL UNITS

GROUP 3

HIGH RISK

- ANY AREA CARING FOR

IMMUNICOMPROMISED

PATIENTS

- SPD STORAGE / STERILIZATION

- INTENSIVE CARE UNITS

- TB NEGATIVE PRESSURE

ISOLATION ROOMS

- OPERATING ROOM

GROUP 4

HIGHEST RISK

INFECTION CONTROL MATRIX - CLASS OF PRECAUTIONS:

CONSTRUCTION PROJECT BY PATIENT RISK

PATIENT RISK GROUP

CONSTRUCTION PROJECT TYPE

TYPE A

LOW RISK GROUP 1

MEDIUM RISK GROUP 2

HIGH RISK GROUP 3

HIGHEST RISK GROUP 4

TYPE B TYPE C TYPE D

I II II III / IV

I II II IV

I II III / IV IV

II III / IV III / IV IV

NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY

AND RISK LEVEL INDICATE THAT CLASS III OR IV CONTROL PROCEDURES ARE NECESSARY

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE FOLLOWING INFECTION

CONTROL PRECAUTIONS DEPENDING UPON

THE AREA CLASS DESIGNATION

DURING CONSTRUCTION PROJECT

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING

DUST FROM CONSTRUCTION OPERATIONS.

2. IMMEDIATELY REPLACE A CEILING TILE DISPLACED

FOR VISUAL INSPECTIONS.

C L

A S

S I

UPON COMPLETION OF PROJECT

1. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM

DISPERSING INTO ATMOSPHERE.

2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE

CUTTING.

3. SEAL UNUSED DOORS WITH DUCT TAPE.

4. BLOCK OFF AND SEAL AIR VENTS.

5. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA.

6. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK

IS BEING PERFORMED.

C L

A S

S I

I

1. WIPE WORK SURFACES WITH DISINFECTANT.

2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN

TIGHTLY COVERED CONTAINERS.

3. WIPE WORK SURFACES WITH DISINFECTANT, WET MOP AND /

OR VACUUM WITH HEPA VACUUM BEFORE LEAVING WORK

AREA.

4. REMOVE ISOLATION OF HVAC.

1. REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS

BEING DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS, I.E., SHEETROCK,

PLYWOOD, PLASTIC, TO SEAL AREA FROM NON-WORK AREA OR

IMPLEMENT CONTROL CUBE METHOD (CART WITH PLASTIC

COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA

VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE

CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE

UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS.

4. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN

TIGHTLY COVERED CONTAINERS.

5. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE

COVERING UNLESS SOLID LID.

C L

A S

S I

II

1. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL

COMPLETED PROJECT IS INSPECTED BY THE ENVIRONMENTAL

HEALTH AND SAFETY AND INFECTION CONTROL AND

THOROUGHLY CLEANED BY ENVIRONMENTAL SANITATION

SECTION.

2. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH

CONSTRUCTION.

3. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

4. WET MOP AREA WITH DISINFECTANT.

5. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE

WORK IS BEING PERFORMED.

1. OBTAIN INFECTION CONTROL PERMIT BEFORE

CONSTRUCTION BEGINS.

2. ISOLATE HVAC SYSTEMS IN AREA WHERE WORK IS BEING

DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM.

3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL

CUBE METHOD BEFORE CONSTRUCTION BEGINS.

4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE

UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS.

5. SEAL HOLES, PIPES, CONDUITS AND PUNCTURES

APPROPRIATELY.

6. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO

PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING

A HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR

THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE

REMOVED EACH TIME THEY LEAVE THE WORK SITE.

7. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO

WEAR SHOE COVERS.

C L

A S

S

IV

1. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL

COMPLETED PROJECT IS THOROUGHLY CLEANED BY

ENVIRONMENTAL MANAGEMENT.

2. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

3. WET MOP AREA WITH DISINFECTANT.

4. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH

CONSTRUCTION.

5. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN

TIGHTLY COVERED CONTAINERS.

6. COVER TRANSPORT RECEPTACLES OR CARTS, TAPE

COVERING.

7. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE

WORK IS BEING PERFORMED.

1. VA PREFERS THE USE OF HARD WALL PARTITIONS OVER

THE USE OF PLASTIC SHEETING FOR SEPARATION

BETWEEN CONSTRUCTION AND EXISTING SPACES TO

REMAIN FUNCTIONING. CONTRACTOR TO SUBMIT

PROPOSED PLAN FOR TEMPORARY CONSTRUCTION

PARTITION LOCATIONS FOR COR APPROVAL. TEMPORARY

PARTITION LOCATIONS SHOWN HERE ARE RECOMMENDED

LOCATIONS BASED ON WORK NEEDING TO BE COMPLETED,

BUT DOES NOT CONSTITUTE FINAL LOCATIONS OR

QUANTITIES.

2. CONTRACTOR TO VERIFY IF EXISTING WALLS CALLED OUT

TO BE 1 HR FIRE RATED CONSTRUCTION BARRIERS MEET

THE REQUIREMENTS OF A 1 HR FIRE RATED WALL. IF THEY

DO NOT, THEN PRIOR TO CONSTRUCTION WITHIN THE

CONSTRUCTION BARRIER, THE CONTRACTOR IS TO

UPDATE THE WALL CONSTRUCTION TO MEET THE

REQUIREMENTS.

GENERAL NOTES:

E

F

G

H

J

J.1

G.3

5.6

F.2

F.8

5.2

5.4

TEMPORARY CONSTRUCTION PARTITION,

DO NOT MECHANICALLY FASTEN

PARTITION TO EXISTING FINISHED FLOOR

TEMPORARY CONSTRUCTION PARTITION,

DO NOT MECHANICALLY FASTEN

PARTITION TO EXISTING FINISHED FLOOR

TEMPORARY CONSTRUCTION

PARTITION, DO NOT MECHANICALLY

FASTEN PARTITION TO EXISTING

FINISHED FLOOR

COMPLETE DOOR

INSTALLATION AND

WALL INFILL WORK IN

THIS AREA FIRST

OUTPATIENT CLINIC

PATIENT RISK GROUP 2

EMERGENCY DEPARTMENT

PATIENT RISK GROUP 3

PROVIDE ADHESIVE

WALK-OFF MATS, TYP.

PROVIDE TEMPORARY PROTECTIVE

PLASTIC BARRIER WITH ZIPPERED

ENTRY FROM FLOOR TO THE

BOTTOM OF THE CEILING

PROVIDE TEMPORARY PROTECTIVE

PLASTIC BARRIER WITH ZIPPERED

ENTRY FROM FLOOR UP TO 12' THEN

RETURN BACK TO WALL TO ENCLOSE

ENTRANCE TO CONSTRUCTION.

TEMPORARY CONSTRUCTION PARTITION, DO

NOT MECHANICALLY FASTEN PARTITION TO

EXISTING FINISHED FLOOR. THIS

CONSTRUCTION PARTITION TO BE IN PLACE

FOR THE SHORTEST DURATION OF TIME

POSSIBLE DURING CONSTRUCTION

ONE HOUR FIRE RATED CONSTRUCTION

BARRIER

TEMPORARY REMOVAL OF GLASS AND FRAMING

SYSTEM FOR EMERGENCY DEPARTMENT

ACCESS DURING CONSTRUCTION.

CONTRACTOR TO REMOVE (2) TWO BAYS

WORTH TO PROVIDE AN OPENING LARGE

ENOUGH FOR HOSPITAL STRETCHERS TO PASS.

MODIFY SYSTEM AS REQ'D TO PROVIDE A

FINISHED APPEARANCE

ONE HOUR FIRE RATED

CONSTRUCTION BARRIER

NIC

TEMPORARY CONSTRUCTION ACCESS

DOOR

TEMPORARY CONSTRUCTION ACCESS

DOOR

TEMPORARY CONSTRUCTION PARTITION,

DO NOT MECHANICALLY FASTEN

PARTITION TO EXISTING FINISHED FLOOR

TEMPORARY CONSTRUCTION ACCESS

DOOR

COMPLETE NEW WALL CONSTRUCTION

AND INFILL NEW DOOR OPENING WITH

TEMPORARY CONSTRUCTION, ADD NEW

DOOR AT END OF CONSTRUCTION

PROVIDE ADHESIVE

WALK-OFF MATS, TYP.

PROVIDE TEMPORARY PROTECTIVE

PLASTIC BARRIER WITH ZIPPERED

ENTRY FROM FLOOR TO THE

BOTTOM OF THE CEILING

PROVIDE ADHESIVE

WALK-OFF MATS, TYP.

PROVIDE TEMPORARY PROTECTIVE

PLASTIC BARRIER WITH ZIPPERED

ENTRY FROM FLOOR TO THE

BOTTOM OF THE CEILING

G-103

TEMPORARY CONSTRUCTION ACCESS

DOOR

CEILING HEIGHT INCREASES IN THIS

AREA, TEMPORARY WALL CONSTRUCTION

TO FOLLOW ELEVATION CHANGE

E

F

G

H

J

J.1

G.3

5.6

F.2

F.8

PROVIDE ADHESIVE

WALK-OFF MATS, TYP.

NIC

PARTITION / WALL FIRE RATINGS

2-HR. FIRE BARRIER EXISTING 2-HR. FIRE BARRIER

NOTE: EXISTING RATED WALL SHOWN SCREENED ON PLAN. - V.I.F. WALLS MEET DESIGNATED

REQUIREMENTS & ADD OPENING & PENETRATION PROTECTIVES AS REQ'D

1-HR. SMOKE BARRIER

NON-RATED

SMOKE PARTITION

EXISTING 1-HR. SMOKE BARRIER

EXISTING NON-RATED

SMOKE PARTITION

1-HR. FIRE BARRIER EXISTING 1-HR. FIRE BARRIER

TEMPORARY REMOVAL OF GLASS AND

FRAMING SYSTEM FOR EMERGENCY

DEPARTMENT ACCESS DURING

CONSTRUCTION. CONTRACTOR TO

REMOVE (2) TWO BAYS WORTH TO PROVIDE

AN OPENING LARGE ENOUGH FOR

HOSPITAL STRETCHERS TO PASS.

MODIFY SYSTEM AS REQ'D TO PROVIDE A

FINISHED APPEARANCE ON BOTH FRAME

SYSTEM TO REMAIN AND FINISHED FLOOR

EXISTING STOREFRONT SYSTEM TO REMAIN

TYPICAL TEMPORARY CONSTRUCTION

PARTITION

UNDERSIDE OF EXISTING

DECK

1 HR RATED TEMPORARY

PARTITION. HI-IMPACT 5/8" GYP.

BOARD ON 3 5/8" METAL STUDS.

FINISH OCCUPIED SIDE PER

ROOM FINISH SCHEDULE

PLASTER TAPE ALL GYP. BD.

JOINTS. SECURE ALL TAPE

WITH RAM-TACK HIGH TACK

SPRAY OR EQUAL.

OCCUPIED SIDERENOVATION SIDE

2 1/2" DEEP SLOTTED

METAL DEFLECTION

TRACK FASTENED TO

DECK @ 2'-0" O.C.

COMPRESSIBLE

INSULATION

SEAL PERIMETER

COMPRESSIBLE

INSULATION

SEAL PERIMETER

DO NOT MECHANICALLY FASTEN

BOTTOM TRACK TO FLOOR

N KEY PLAN

NOT TO SCALE

SOUTH

PARKING

DECK

ENERGY

CENTER

NORTH

PARKING

DECK

7A

7B

9A architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERS · SURVEYORS · CONSULTANTS ·

LANDSCAPE ARCHITECTS · LAND PLANNERS

298 VETERANS DRIVE

FOWLERVILLE,

MICHIGAN 48836

(OFFICE) 517-223-3512

(FAX) 517-223-9987

211 E. Water Street, Suite 213L

Kalamazoo, MI 49007 269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

John D. Dingell VA Medical Center

4646 John R. Street

Detroit, MI 48201

C :\U se rs

\M ic he lle

.b ur ri\ D oc um en ts

\1

5_

A _m ic he lle .b ur ri.

rv t

4/

/2

2:

:1

P

M

G-103

INFECTION CONTROL RISK

ASSESSMENT (ICRA) PLANS

RENOVATE URGENT CARE AND

REGISTRATION

DETROIT, MI

553-19-104

25MAR2022 Checker Author

100% BID DOCUMENTS190075

1/16" = 1'-0"

ICRA PLAN - FIRST LEVEL - PARTIAL ZONE 7

1/16" = 1'-0"

ICRA PLAN - FIRST LEVEL INTERSTITIAL - PARTIAL ZONE 7

Revisions: Date:

3/8" = 1'-0"G-103

3 TEMPORARY CONSTRUCTION ACCESS

CONCRETE:

1. ALL CONCRETE WORK TO BE PERFORMED IN CONFORMANCE WITH THE MOST RECENT

EDITION OF ACI 301 & ACI 318 CODE REQUIREMENTS AND DETAILING STANDARDS.

2. ALL CONCRETE SHALL DEVELOP THE FOLLOWING COMPRESSIVE STRENGTHS AT

28 DAYS (F`c) AS NOTED IN SPECIFICATIONS.

3. ALL REINFORCING BARS, DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE

SECURED IN POSITION PRIOR TO PLACING OF THE CONCRETE.

4. ALL HORIZONTAL BARS IN CONCRETE WALLS AND GRADE BEAMS SHALL BE

CONTINUOUS AND BENT AT ALL CORNERS AND INTERSECTIONS. PRE-BENT "CORNER"

BARS SUBSTITUTED FOR CONTINUOUS BENT BARS SHALL BE OF SAME SPACING AS

HORIZONTAL BARS AND SHALL BE OF SUFFICIENT LENGTH TO PROVIDE REQUIRED

LAP SPLICE LENGTHS.

5. DETAILING BENDING AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE

WITH THE MOST RECENT EDITION OF THE ACI CODE.

6. ALL CONCRETE FORMWORK SHALL BE ADEQUATELY TIED TOGETHER AND BRACED TO

FORM TRUE LINES, SQUARE CORNERS, AND PLUMB WALLS.

7. NO CONCRETE SHALL BE POURED SUBJECT TO FREEZING CONDITIONS, OR ON FROZEN

GROUND.

8. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR

ACCESSORIES REQUIRED TO BE CAST INTO CONCRETE, AND FOR LOCATIONS OF FLOOR

FINISHES AND SLAB DEPRESSIONS.

10. LOCATE ALL SLEEVES, OPENINGS, EMBEDDED ITEMS, ETC. WHICH ARE INDICATED

ON DESIGN DRAWINGS. CHECK WITH OTHER TRADES TO VERIFY THAT ALL SLEEVES,

OPENINGS, AND EMBEDDED ITEMS ARE IN PLACE AND LOCATED CORRECTLY PRIOR

TO PLACEMENT OF CONCRETE.

11. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE

EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER

MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS

WITH DIAMETER EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN

STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED AS SUCH. SEE MECHANICAL

AND/OR ELECTRICAL DRAWINGS FOR LOCATIONS OF SLEEVES, ACCESSORIES, ETC.

12. THE SURFACE OF ALL CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE ALL

DUST, CHIPS, OR OTHER FOREIGN MATTER PRIOR TO THE PLACEMENT OF ADJACENT

CONCRETE.

13. SLAB CONTROL JOINTS SHALL BE INSTALLED WITH JOINT FORMERS WHEN THE SLAB

IS POURED , OR SAWCUT AS SOON AS THE CONCRETE WILL ALLOW WITHOUT DAMAGE.

14. ALL EMBEDDED ITEMS SHALL BE PLACED IN THE FORMWORK PRIOR TO PLACING

CONCRETE. DRILLING AND GROUTING IS ACCEPTABLE SUBJECT TO ENGINEER

APPROVAL.

15. CONCRETE WALLS MAY BE BACKFILLED TO TWO-THIRDS THE WALL HEIGHT ONCE 75%

OF THE 28 DAY COMPRESSIVE DESIGN STRENGTH HAS BEEN ACHIEVED. WALLS WITH

TOP SLABS MAY BE BACKFILLED TO ONE-HALF OF THE WALL HEIGHT PRIOR TO CASTING

THE TOP SLAB.

REINFORCING STEEL:

1. ALL REINFORCING STEEL SHALL BE HIGH STRENGTH DEFORMED BARS, GRADE 60,

ASTM A615, WITH 60,000 PSI MINIMUM YIELD STRENGTH, UNLESS NOTED OTHERWISE.

2. REINFORCEMENT PROTECTION: (U.N.O.)

A. CONCRETE POURED AGAINST EARTH = 3"

B. CONCRETE POURED IN FORMS BUT EXPOSED = 2"

TO WEATHER, EARTH OR LIQUID

C. SLABS AND WALLS NOT EXPOSED TO WEATHER OR EARTH = 1 1/2"

D. BEAMS, GIRDERS, AND COLUMNS NOT EXPOSED TO

WEATHER, OR IN CONTACT WITH EARTH = 1 1/2"

3. WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE.

MASONRY:

1. CONCRETE MASONRY UNITS (CMU) ARE TO CONFORM TO ASTM C-90.

2. SEE SPECIFICATIONS FOR UNIT WEIGHT AND STRENGTH.

3. ALL MASONRY REINFORCING SHALL BE PLACED AND SUPPORTED IN CONFORMANCE

WITH THE PROVISIONS OF THE LATEST EDITION OF ACI 530.1/ASCE-6/TMS 602.

4. ALL VERTICAL REINFORCING STEEL IN CMU WALLS SHALL BE CONTINUOUS FROM

THE FOOTING TO THE BOND BEAM, AND TERMINATED IN END HOOKS. WHERE BOND

BEAMS ARE NOT AT THE TOP OF A WALL, REINFORCING SHALL BE CONTINUOUS

THROUGH THE BOND BEAM TO TOP WALL.

5. ALL REINFORCING BARS MARKED "CONTINUOUS" SHALL BE SPLICED A MINIMUM OF 50

BAR DIAMETERS, BUT NOT LESS THAN 24 INCHES.

6. ALL MASONRY WORK BELOW GRADE SHALL HAVE CORES GROUTED SOLID WITH GROUT

CONFORMING TO ASTM C176. BELOW GRADE MASONRY SHALL USE TYPE M OR S

MORTAR.

7. SEE LINTEL SCHEDULE FOR LINTEL SIZES. ALL STEEL LINTELS IN EXTERIOR WALLS

SHALL BE HOT-DIP GALVANIZED, UNLESS NOTED OTHERWISE.

8. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS

OF "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 510.3/ASCE-6/TMS-602)," EXCEPT

AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DRAWINGS.

9. CONTROL JOINTS SHALL BE INSTALLED AT LOCATIONS SHOWN ON THESE DRAWINGS. IN

AREAS NOT NOTED ON DRAWINGS, A MINIMUM PLACEMENT OF ONE SIDE ABOVE ALL

OPENINGS 6'-0" WIDE OR LESS, AND AT BOTH SIDES OF ALL OTHER OPENINGS, OR AT

20'-0" O.C.MAX.

STRUCTURAL DESIGN INFORMATION:

DESIGN DATA BASED ON ASCE 7-10

RISK CATEGORY: IV

1. SNOW LOAD:

SNOW EXPOSURE FACTOR (Ce) 1.0 THERMAL FACTOR (Ct) 1.0 SNOW IMPORTANCE FACTOR (Is) 1.00 GROUND SNOW LOAD (Pg) 20 PSF SLOPED ROOF FACTOR (Cs) 1.0

2. EXISTING FLOOR LIVE LOAD:

INTERSTITIAL FLOORS 25 PSF

MAIN FLOORS 150 PSF

4. WIND LOADS:

BASIC WIND SPEED 120 MPH

WIND IMPORTANCE FACTOR (Iw) 1.00

WIND EXPOSURE CATEGORY 'C'

5. SEISMIC LOADS:

SEISMIC IMPORTANCE FACTOR (Ie) 1.50

SITE CLASS 'D'

SPECTRAL RESPONSE COEFFICIENTS:

SS = 0.096 SDS = 0.103

S1 = 0.047 SD1 = 0.075

SEISMIC DESIGN CATEGORY 'C'

STRUCTURAL STEEL:

1. STRUCTURAL AND MISC. STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN

ACCORDANCE WITH THE MOST RECENT EDITION OF AISC STEEL CONSTRUCTION

MANUAL AND CODE OF STANDARD PRACTICE. STEEL JOISTS SHALL CONFORM TO THE

MOST RECENT EDITION OF STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE.

METAL DECK SHALL CONFORM TO THE MOST RECENT EDITION OF THE STANDARD

SPECIFICATION OF THE STEEL DECK INSTITUTE.

3. USE BOLTED CONNECTIONS AS SPECIFIED IN FRAMING DETAIL FOR SIZE AND NUMBER

OF BOLTS AND WELDS FOR ALL STRUCTURAL STEEL CONNECTIONS. ALL BOLTED

CONNECTIONS SHALL BE STANDARD ROUND HOLES (UNLESS NOTED OTHERWISE).

IF DETAIL IS NOT PROVIDED:

ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE "N", 3/4" DIA. BOLTS (BRG. TYPE)

OR WELDED EQUIVALENT, UNLESS OTHERWISE NOTED. SELECT CONNECTIONS TO

SUPPORT ONE HALF THE TOTAL LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN.

THE EFFECT OF CONCENTRATED LOADS SHALL ALSO BE CONSIDERED.

4. CONNECTIONS MADE WITH HIGH STRENGTH STEEL BOLTS SHALL CONFORM IN ALL

RESPECTS TO THE CURRENT SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM

A325 BOLTS AS ENDORSED BY THE AISC. NO PAINT ON FAYING SURFACES.

5. WELDING SHALL BE DONE IN ACCORDANCE WITH THE "AMERICAN WELDING SOCIETY"

(AWS) D1.1, USING E70 ELECTRODES. WELDING SHALL BE PERFORMED BY AN

APPROVED CERTIFIED WELDER.

6. NO CHANGES SHALL BE MADE IN THE STEEL STRUCTURE NOR ANY MATERIAL CUT IN THE

FIELD (UNLESS NOTED AS "FIELD CUT OR TRIM" ON DRAWINGS), WITHOUT THE

WRITTEN PERMISSION OF THE ENGINEER.

7. NO CUTTING, BURNING, OR HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL

BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS WITHOUT THE PRIOR CONSENT

OF THE ENGINEER. BOLT HOLES SHALL CONFORM WITH THE GOVERNING AISC

SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS NOTED OTHERWISE.

8. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN

THE DESIGN AND ACTUAL CONDITIONS NOTED IN THE FIELD.

9. CONTRACTOR SHALL PROVIDE NECESSARY LABOR, MATERIAL, AND EQUIPMENT TO

ERECT ALL MISCELLANEOUS IRON AND STEEL AS DETAILED ON THESE DRAWINGS.

10. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

11. UNLESS OTHERWISE INDICATED, ROOF OPENINGS MADE IN EXISTING ROOF STRUCTURE

SHALL BE SUPPORTED ON ALL EDGES BY L4x4x1/4" FOR SPANS OF 5’-0" OR LESS; AND BY

C8X11.5 FOR SPANS BETWEEN 5’-0” AND 10’-0”. SPANS EXCEEDING 10’-0” SHALL REQUIRE

SECTIONS APPROVED BY THE ENGINEER. CONNECTIONS SHALL BE WELDED IN

ACCORDANCE WITH AWS D1.1 AND AISC, OR MINIMUM 2-BOLT CONNECTIONS

ACCORDING TO AISC.

GENERAL STRUCTURAL NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS

AT THE JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS ON THE STRUCTURAL

DRAWINGS WITH THE RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING PLANS. FLOOR AND WALL OPENINGS, SLEEVES AND OTHER

ARCH., MECH., ELEC., REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR

PROCEEDS WITH CONSTRUCTION.

2. ALL ENGINEERING DESIGN, CONSTRUCTION, AND TESTING SHALL CONFORM TO THE

REQUIREMENTS OF THE MOST RECENT EDITION OF THE INTERNATIONAL BUILDING CODE.

3. ALL STRUCTURAL WORK MUST BE TEMPORARILY BRACED AND SUPPORTED UNTIL THE

STRUCTURE IS SUFFICIENTLY COMPLETED AND CAN SAFELY CARRY THE DESIGN AND

CONSTRUCTION LOADS.

4. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON THE

STRUCTURAL DRAWINGS.

5. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING

DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

ENGINEER BEFORE PROCEEDING WITH ANY WORK THAT IS INVOLVED IN THE CONFLICT.

ABBREVIATIONS

TYPE DESCRIPTION

A.B. ANCHOR BOLT

ALT. ALTERNATE

ARCH. ARCHITECTURAL

AVG. AVERAGE

AFF ABOVE FINISH FLOOR

BFF BELOW FINISH FLOOR

BLDG. BUILDING

BM. BEAM

B.O. BOTTOM OF

BRG. BEARING

C.J. CONTROL JOINT

CMU CONCRETE MASONRY UNIT

CONC. CONCRETE

CONST. JT. CONSTRUCTION JOINT

CONT. CONTINUOUS

D DEPTH

DET. DETAIL

DTL. DETAIL

DIA. DIAMETER

EA. EACH

ELEV. ELEVATION

EQ. EQUAL

E.W. EACH WAY

EXIST. EXISTING

EXST. EXISTING

E.F. EACH FACE

F.F. FINISH FLOOR

FLR. FLOOR

FND. FOUNDATION

FNDTN. FOUNDATION

FTG. FOOTING

F.S. FAR SIDE

GA. GAUGE

GALV. GALVANIZED

HDG HOT DIPPED GALVANIZED

HORIZ. HORIZONTAL

HORZ. HORIZONTAL

H.P. HIGH POINT

INSUL. INSULATION

I.F. INSIDE FACE

TYPE DESCRIPTION

L LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

L.P. LOW POINT

MAX. MAXIMUM

MECH. MECHANICAL

MEZZ. MEZZANINE

MANUF. MANUFACTURER

MNF. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

N.S. NEAR SIDE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F OUTSIDE FACE

O.H. OVERHEAD

OHD OVERHEAD DOOR

O/O OUT TO OUT

PSF POUNDS PER SQUARE FT.

PSI POUNDS PER SQUARE IN.

R RADIUS

REINF. REINFORCING

SIM. SIMILAR

T&B TOP AND BOTTOM

T.O. TOP OF

T.O.B.L. TOP OF BRICK LEDGE

T.O.F TOP OF FOOTING

T.O.F.W. TOP OF FOUNDATION WALL

T.O.P. TOP OF PIER

T.O.S TOP OF STEEL

TRANS. TRANSVERSE

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

V.S.C VERTICAL SLOTTED CONN.

V.B.F. VERTICAL BRACED FRAME

WWF WELDED WIRE FABRIC

W WIDTH

W/ WITH

LAP CHART

BAR

SIZE

VERT. BARS

#3

#4

#5

#6

#7

#8

#9

#10

HORZ. BARS

4000 PSI CONCRETE

19"

25"

31"

38"

54"

62"

70"

79"

25"

33"

41"

49"

71"

81"

91"

102" architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERS · SURVEYORS · CONSULTANTS ·

LANDSCAPE ARCHITECTS · LAND PLANNERS

298 VETERANS DRIVE

FOWLERVILLE,

MICHIGAN 48836

(OFFICE) 517-223-3512

(FAX) 517-223-9987

211 E. Water Street, Suite 213L

Kalamazoo, MI 49007 269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

John D. Dingell VA Medical Center

4646 John R. Street

Detroit, MI 48201

C :\U se rs

\M ic he lle

.b ur ri\ D oc um en ts

\1

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4/

/2

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:3

P

M

S-001

GENERAL NOTES AND LEGENDS RENOVATE URGENT CARE AND

REGISTRATION

DETROIT, MI

553-19-104

25MAR2022 Checker Author

100% BID DOCUMENTS190075

LOWER LEVEL NOTES

1. CONTRACTOR SHALL VERIFY DIMENSIONS WITH ARCHITECTURAL

PLANS. NOTIFY ENGINEER OF DISCREPANCIES.

2. ALL SLABS ON GRADE SHALL BEAR ON A MINIMUM OF 6" OF CLEAN

GRANULAR FILL CONSISTING OF SAND AND GRAVEL OR CRUSHED

STONE. BASE COURSE TO BE COMPACTED TO A MINIMUM OF 95%

OF MODIFIED STANDARD PROCTOR.

3. ALL FILL MATERIAL SHALL BE NON-COHESIVE SOILS, COMPACTED

TO 95% MAXIMUM DENSITY PER ASTM D1557 MODIFIED PROCTOR

METHOD. THE UPPER 6" OF SUB GRADE SHALL BE SCARIFIED,

MOISTURE CONDITIONED, AND COMPACTED PER TESTS ABOVE.

G G

H H

J J

J.1 J.1

G.3 G.3

5.8

5.88.1

8.1

ZONE 7A

ZONE 7B

Z O

N E

ZONE 7A

ZONE 7B

Z O

N E

ZONE 7B

ZONE 7

S-502

TYP.______

10" ± 6' - 10" ±

5'

0"

3'

0"

EXISTING SLAB ON GRADE

EXISTING CONCRETE PIER &

STEEL COLUMN, TYP.

SLAB-1

S-501

FLOOR SLAB SYSTEM SCHEDULE

MARK DESCRIPTION

SLAB-1

6" CONCRETE SLAB ON GRADE WITH 6x6 - W2.9xW2.9 WWF, OVER COMPACTED GRANULAR FILL AND VAPOR

RETARDER, TYP. U.N.O.

SLAB-3

4 1/2" TOTAL SLAB THICKNESS LIGHT WEIGHT CONCRETE

ON 1 1/2", 20 GA., 36" WIDE NON-COMPOSITE METAL DECK

(GRADE 50 STEEL) WITH 6x6 - W4.0xW4.0 WWF.

SLAB-2

7 1/2" TOTAL SLAB THICKNESS NORMAL WEIGHT CONCRETE

ON 3", 18 GA., 36" WIDE COMPOSITE METAL DECK (GRADE 50

STEEL) WITH 6x6 - W2.1xW2.1 WWF.

N

KEY PLAN

NOT TO SCALE

SOUTH

PARKING

DECK

ENERGY

CENTER

NORTH

PARKING

DECK

7A

7B

9A architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERS · SURVEYORS · CONSULTANTS ·

LANDSCAPE ARCHITECTS · LAND PLANNERS

298 VETERANS DRIVE

FOWLERVILLE,

MICHIGAN 48836

(OFFICE) 517-223-3512

(FAX) 517-223-9987

211 E. Water Street, Suite 213L

Kalamazoo, MI 49007 269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

John D. Dingell VA Medical Center

4646 John R. Street

Detroit, MI 48201

C :\U se rs

\M ic he lle

.b ur ri\ D oc um en ts

\1

5_

S _m ic he lle .b ur ri.

rv t

4/

/2

2:

:3

P

M

S-110.7B

SLAB PLAN - LOWER LEVEL -

ZONE 7B

RENOVATE URGENT CARE AND

REGISTRATION

DETROIT, MI

553-19-104

25MAR2022 Checker Author

100% BID DOCUMENTS190075

1/4" = 1'-0"

SLAB PLAN - LOWER LEVEL- ZONE 7B

H

J

J.1

G.3

5.8

ZONE 7B

ZONE 7A

ZONE 7B

ZONE 7A

Z O

N E

Z O

N E

ZONE 7B

ZONE 7

S

LA

B -3

S-502

TYP.______

10" ± 6' - 10" ±

5'

0"

3'

0"

EXISTING LIGHT

WEIGHT CONCRETE

FLOOR ON METAL

DECK

EXISTING

CONCRETE

PIER & STEEL

COLUMN, TYP.

EXISTING STEEL

BEAM, TYP.

EXISTING HANGER

ROD, TYP.

S-501

INTERSTITIAL LEVEL NOTES

1. CONTRACTOR SHALL VERIFY DIMENSIONS WITH ARCHITECTURAL

PLANS. NOTIFY ENGINEER OF DISCREPANCIES.

2. SEE MECHANICAL & PLUMBING DRAWINGS TO VERIFY FLOOR

INFILL & NEW OPENING LOCATIONS.

FLOOR SLAB SYSTEM SCHEDULE

MARK DESCRIPTION

SLAB-1

6" CONCRETE SLAB ON GRADE WITH 6x6 - W2.9xW2.9 WWF, OVER COMPACTED GRANULAR FILL AND VAPOR

RETARDER, TYP. U.N.O.

SLAB-3

4 1/2" TOTAL SLAB THICKNESS LIGHT WEIGHT CONCRETE

ON 1 1/2", 20 GA., 36" WIDE NON-COMPOSITE METAL DECK

(GRADE 50 STEEL) WITH 6x6 - W4.0xW4.0 WWF.

SLAB-2

7 1/2" TOTAL SLAB THICKNESS NORMAL WEIGHT CONCRETE

ON 3", 18 GA., 36" WIDE COMPOSITE METAL DECK (GRADE 50

STEEL) WITH 6x6 - W2.1xW2.1 WWF.

N

KEY PLAN

NOT TO SCALE

SOUTH

PARKING

DECK

ENERGY

CENTER

NORTH

PARKING

DECK

7A

7B

9A architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERS · SURVEYORS · CONSULTANTS ·

LANDSCAPE ARCHITECTS · LAND PLANNERS

298 VETERANS DRIVE

FOWLERVILLE,

MICHIGAN 48836

(OFFICE) 517-223-3512

(FAX) 517-223-9987

211 E. Water Street, Suite 213L

Kalamazoo, MI 49007 269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

John D. Dingell VA Medical Center

4646 John R. Street

Detroit, MI 48201

C :\U se rs

\M ic he lle

.b ur ri\ D oc um en ts

\1

5_

S _m ic he lle .b ur ri.

rv t

4/

/2

2:

:3

P

M

S-110.I.7B

INTERSTITIAL FRAMING PLAN -

LOWER LEVEL - ZONE 7B

RENOVATE URGENT CARE AND

REGISTRATION

DETROIT, MI

553-19-104

25MAR2022 Checker Author

100% BID DOCUMENTS190075

1/4" = 1'-0"

INTERSTITIAL FRAMING PLAN - LOWER LEVEL

E E

F F

G G

D.8 D.8

ZONE 7A

ZONE 7B

Z O

N E

ZONE 7A

ZONE 7B

Z O

N E

Z

O N

E

Z O

N E

S

LA

B -2

S-502

TYP.______

S-501

S-501

FLOOR DRAIN,

SEE NOTE 1, TYP.

± 4' - 0" ± 9' - 4 1/2"

1/

8"

REMOVE EXISTING CMU WALL

UP TO EXISTING STEEL LINTEL

ELEVATION, COORDINATE

WITH ARCHITECTURAL

DRAWINGS

EXISTING

CONCRETE FLOOR

ON METAL DECK

EXISTING STEEL

COLUMN, TYP.

EXISTING

STEEL BEAM,

TYP.

/8

± 7' - 4"

COORD. W/ ARCH PLANS

12' - 10 3/8"

M A

S O

N R

Y O

P E

N

IN

G

± 10' - 6 5/8"

COORD. W/ ARCH PLANS

13' - 3 5/8"

1'

7" 6'

/8

8' - 8"

4'

3/

8"

12' - 3 3/8"

1'

1/

2"

1/

2"

13' - 8 1/8" 10 5/8"

5'

5/

8"

1' - 8 7/8"

6' - 3 1/2"

FLOOR DRAIN,

SEE NOTE 1, TYP.

FLOOR DRAIN,

SEE NOTE 1, TYP.

FLOOR DRAIN,

SEE NOTE 1, TYP.

FLOOR DRAIN,

SEE NOTE 1, TYP.

2'

0" M

IN

. T

Y P

2' - 0" MIN. TYP.

FLOOR SLAB SYSTEM SCHEDULE

MARK DESCRIPTION

SLAB-1

6" CONCRETE SLAB ON GRADE WITH 6x6 - W2.9xW2.9 WWF, OVER COMPACTED GRANULAR FILL AND VAPOR

RETARDER, TYP. U.N.O.

SLAB-3

4 1/2" TOTAL SLAB THICKNESS LIGHT WEIGHT CONCRETE

ON 1 1/2", 20 GA., 36" WIDE NON-COMPOSITE METAL DECK

(GRADE 50 STEEL) WITH 6x6 - W4.0xW4.0 WWF.

SLAB-2

7 1/2" TOTAL SLAB THICKNESS NORMAL WEIGHT CONCRETE

ON 3", 18 GA., 36" WIDE COMPOSITE METAL DECK (GRADE 50

STEEL) WITH 6x6 - W2.1xW2.1 WWF.

FRAMING NOTES

1. FLOOR DRAINS IN EXISTING SLABS:

CUT, CHIP, OR GRIND RECESS IN SLAB TO A MAXIMUM DEPTH OF 2"

BELOW FINISHED FLOOR. INFILL SLAB CUT-OUT WITH LIGHTWEIGHT

CONCRETE OR GROUT TO MATCH EXISTING DEPTH. SLOPE SLAB

TOWARD DRAINS AT 1/4" PER FOOT. COORDINATE WITH

ARCHITECTURAL & PLUMBING DRAWINGS FOR EXACT LOCATIONS.

CONTRACTOR TO VERIFY LOCATIONS AND DIMENSIONS IN FIELD.

2. CONTRACTOR SHALL VERIFY DIMENSIONS WITH ARCHITECTURAL

PLANS. NOTIFY ENGINEER OF DISCREPANCIES.

3. SEE MECHANICAL & PLUMBING DRAWINGS TO VERIFY FLOOR INFILL

& NEW OPENING LOCATIONS

4. ALL WALLS TO BE ADEQUATELY BRACED & SHORED AS NEEDED

PRIOR TO THE START OF DEMOLITION AND DURING INSTALLATION

OF NEW LINTELS.

N

KEY PLAN

NOT TO SCALE

SOUTH

PARKING

DECK

ENERGY

CENTER

NORTH

PARKING

DECK

7A

7B

9A architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERS · SURVEYORS · CONSULTANTS ·

LANDSCAPE ARCHITECTS · LAND PLANNERS

298 VETERANS DRIVE

FOWLERVILLE,

MICHIGAN 48836

(OFFICE) 517-223-3512

(FAX) 517-223-9987

211 E. Water Street, Suite 213L

Kalamazoo, MI 49007 269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

John D. Dingell VA Medical Center

4646 John R. Street

Detroit, MI 48201

C :\U se rs

\M ic he lle

.b ur ri\ D oc um en ts

\1

5_

S _m ic he lle .b ur ri.

rv t

4/

/2

2:

:3

P

M

S-111.7A

FRAMING PLAN - FIRST LEVEL -

ZONE 7A

RENOVATE URGENT CARE AND

REGISTRATION

DETROIT, MI

553-19-104

25MAR2022 Checker Author

100% BID DOCUMENTS190075

1/4" = 1'-0"

FRAMING PLAN - FIRST LEVEL

G G

H H

J J

J.1 J.1

G.3 G.3

5.8

ZONE 7A

ZONE 7B

Z O

N E

ZONE 7A

ZONE 7B

Z O

N E

S

LA

B -2

S-502

TYP.______

S-502

TYP.______

S-501

S-5…