S02 Att03 556-20-013 Drawings Volume 1 of 4_2021.12.23.pdf

CONTRACT OFFICER REPRESENTATIVE DATE

CHIEF OF ENGINEERING DATE

INTERIOR DESIGNER DATE

DEPARTMENT HEAD DATE

CONTRACT SPECIALIST DATE LEAD USER SIGNATURE DATE

PROJECT SITE,

BUILDING 134

AREA MAP

VICINITY MAP

G R

E E

N B

A Y

R D

BUCKLEY RD

N

N

A WING B WING

C WING

N

KEY PLAN

SHADED AREA

INDICATES NOT IN

SCOPE

PROJECT LOCATION:

3RD FLOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

15% SCHEMATIC DESIGN 06/10/2021

30% SCHEMATIC DESIGN 08/04/2021

50% DESIGN DEVELOPMENT 09/12/2021

75% DESIGN DEVELOPMENT 11/09/2021

95% CONSTRUCTION DOCUMENTS 12/09/2021

100% BID DOCUMENTS 12/23/2021

C U s e rs

\d c h ri s te n s e n

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N C h ic a g o C

L C

V d c h ri s te n s e n

M N

F X

.r v t

/2 /2

:4

:3

P M

GI000

COVER SHEET

GUIDON DESIGN

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

CMTA

10411 MEETING STREET

Prospect, KY 40059

RENOVATE B134-3AC CLC

3001 GREEN BAY ROAD, NORTH

CHICAGO, IL 60061

556-20-013

12/23/2021 JF DMC

556-20-013

RENOVATE B134-3AC CLC

CAPTAIN JAMES A. LOVELL FHCC

3001 GREEN BAY ROAD, NORTH CHICAGO, IL 60061

100% BID DOCUMENTS

100% BID DOCUMENTS

FULLY SPRINKLERED

317.695.4837

SHEET INDEX

SHEET

NUMBER SHEET NAME

FIRE SUPPRESSION

FP101 THIRD FLOOR PLAN - FIRE PROTECTION - C WING

FP102 THIRD FLOOR PLAN - FIRE PROTECTION - A WING

PLUMBING

P001 PLUMBING LEGEND AND GENERAL NOTES

P120.A SECOND FLOOR PLUMBING DEMO - A WING

P120.C SECOND FLOOR PLUMBING DEMO - C WING

P130.A PLUMBING THIRD FLOOR DEMO - A WING

P130.C PLUMBING THIRD FLOOR DEMO - C WING

P220.A SECOND FLOOR PLUMBING - A WING

P220.C SECOND FLOOR PLUMBING - C WING

P230.A PLUMBING THIRD FLOOR - A WING

P230.C PLUMBING THIRD FLOOR - C WING

P400 PLUMBING RISER DIAGRAMS

PL600 PLUMBING DETAILS

MECHANICAL

M001 MECHANICAL LEGEND AND GENERAL NOTES

M001.A THIRD FLOOR ZONING PLAN - A WING

M001.C THIRD FLOOR ZONING PLAN - C WING

M002.A AIR PRESSURE RELATIONSHIP DIAGRAM - A WING

M002.C AIR PRESSURE RELATIONSHIP DIAGRAM - C WING

M100.A THIRD FLOOR AIR DISTRIBUTION DEMO - A WING

M100.C THIRD FLOOR AIR DISTRIBUTION DEMO - C WING

M101.A THIRD FLOOR HYDRONICS DEMO - A WING

M200.A THIRD FLOOR AIR DISTRIBUTION - A WING

M200.C THIRD FLOOR AIR DISTRIBUTION - C WING

M201.A THIRD FLOOR HYDRONICS - A WING

M201.C THIRD FLOOR HYDRONICS - C WING

M300 ROOF PLAN MECHANICAL DEMO

M301 ROOF PLAN MECHANICAL

M302 ROOF ENLARGED MECHANICAL PLAN

M303 PENTHOUSE DEMO AND NEW PLANS

M400 FLOW DIAGRAMS

M500 HVAC SCHEDULES

M600 HVAC DETAILS

M601 HVAC DETAILS

M602 HVAC DETAILS

M603 HVAC DETAILS

MI100 CONTROL DIAGRAMS

MI101 CONTROL DIAGRAMS

MG200 BASEMENT MEDICAL GAS PLAN - C WING

MG230.A THIRD FLOOR MEDICAL GAS - A WING

MG230.C THIRD FLOOR MEDICAL GAS - C WING

MG300 MEDICAL GAS DETAILS

ELECTRICAL

E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E101.A THIRD FLOOR LIGHTING DEMOLITION - A WING

E101.C THIRD FLOOR LIGHTING DEMOLITION - C WING

E102.A THIRD FLOOR POWER AND SYSTEMS DEMOLITION - A WING

E102.C THIRD FLOOR POWER AND SYSTEMS DEMOLITION - C WING

E104 PENTHOUSE DEMOLITION

E105 RISER DIAGRAM DEMOLITION

E201.A THIRD FLOOR LIGHTING PLAN - A WING

E201.C THIRD FLOOR LIGHTING PLAN - C WING

E202.A THIRD FLOOR LIGHTING CALC - A WING

E202.C THIRD FLOOR LIGHTING CALC - C WING

E203 THIRD FLOOR LIGHTING ZONE PLAN

E300 BASEMENT POWER PLAN

E301.A THIRD FLOOR POWER PLAN - A WING

E301.C THIRD FLOOR POWER PLAN - C WING

E302 ROOF PLAN POWER

E401.A THIRD FLOOR FIRE ALARM PLAN - A WING

E401.C THIRD FLOOR FIRE ALARM PLAN - C WING

E402.A THIRD FLOOR SYSTEMS PLAN - A WING

E402.C THIRD FLOOR SYSTEMS PLAN - C WING

E501 ENLARGED PLANS

E601 ELEVATIONS

E701 RISER DIAGRAM

E702 DIAGRAMS

E801 SCHEDULES

E802 SCHEDULES

E803 SCHEDULES

E901 DETAILS

E902 DETAILS

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI101 LIFE SAFETY PLAN

GC101 INFECTION CONTROL/PHASING PLAN

GC102 BID ALTERNATES

HA101 HAZARDOUS MATERIAL REMOVAL PLAN

STRUCTURAL

SF101 THIRD FLOOR FRAMING PLAN & GENERAL NOTES

SF102 MECHANICAL EQUIPMENT SUPPORT PLAN & DETAILS

ARCHITECTURAL

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AE002 WALL TYPES

AD101 THIRD FLOOR DEMOLITION PLAN - OVERALL

AD102 THIRD FLOOR DEMOLITION PLAN - A WING

AD103 THIRD FLOOR DEMOLITION PLAN - C WING

AE100 SECOND FLOOR ARCHITECTURAL PLAN

AE101 THIRD FLOOR ARCHITECTURAL PLAN - OVERALL

AE102 THIRD FLOOR ARCHITECTURAL PLAN - A WING

AE103 THIRD FLOOR ARCHITECTURAL PLAN - C WING

AE104 PENTHOUSE AND ROOF PLAN

AE111 THIRD FLOOR REFLECTED CEILING PLAN - OVERALL

AE112 THIRD FOOR REFLECTED CEILING PLAN - A WING

AE113 THIRD FLOOR REFLECTED CEILING PLAN - C WING

AE321 STAIR PLAN, SECTION, AND DETAILS

AE400 ENLARGED ARCHITECTURAL AND REFLECTED CEILING PLANS

AE401 ENLARGED ARCHITECTURAL AND REFLECTED CEILING PLANS

AE402 ENLARGED ARCHITECTURAL AND REFLECTED CEILING PLANS

AE501 BUILDING DETAILS

AE601 DOOR SCHEDULE

AE900 PERSPECTIVE RENDERINGS

AE901 PERSPECTIVE RENDERINGS

AI101 THIRD FLOOR FINISH WALL TREATMENT PLAN - OVERALL

AI102 THIRD FLOOR FINISH WALL TREATMENT PLAN - A WING

AI103 THIRD FLOOR FINISHES WALL TREATMENT PLAN - C WING

AI121 THIRD FLOOR FINISH FLOOR TREATMENT PLAN - OVERALL

AI122 THIRD FLOOR FINISH FLOOR TREATMENT PLAN - A WING

AI123 THIRD FLOOR FINISHES FLOOR TREATMENT PLAN - C WING

AI200 INTERIOR ELEVATIONS AND PLANS

AI201 INTERIOR ELEVATIONS AND PLANS

AI202 INTERIOR ELEVATIONS AND PLANS

AI203 INTERIOR ELEVATIONS AND PLANS

AI502 CASEWORK DETAILS

AI601 FINISHES SCHEDULE

AI902 THIRD FLOOR SIGNAGE PLAN - A WING

AI903 THRID FLOOR SIGNAGE PLAN - C WING

AI911 SIGNAGE TYPE

QH101 THIRD FLOOR EQUIPMENT PLAN - OVERALL

QH102 THIRD FLOOR EQUIPMENT PLAN - A WING

QH103 THIRD FLOOR EQUIPMENT PLAN - C WING

Contact: Contact:

Captain James A. Lovell FHCC

Bryan Briggs

Contracting Officer's Representative

3001 GREEN BAY ROAD

NORTH CHICAGO, IL 60061

p: 224.558.8788 e: bryan.briggs@va.gov

OWNER

GUIDON DESIGN INC.

Mark Jones, Senior Project Manager

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 153 e: mjones@guidondesign.com

ARCHITECT

Contact:

CMTA Engineers

Doug Fick

Project Manager

MECHANICAL,

ELECTRICAL &

PLUMBING

10411 Meeting Street Prospect, KY 40059 p: 317.695.4837 e: dfick@cmta.com

Revisions: Date:

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

1 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

CODE ANALYSIS LEGEND

A B C D E

F

F G H J

K L

MFx Hx Hy Hz Jx Jy Kx Ky Lx Ly

J.4

8800 SF

24037

I-2

10895 SF

24046

I-2

168 SF

B332

LAUNDRY

LAUN1

267 SF

A306

BATHING SUITE

TUB01

323 SF

A305

STAFF LOUNGE

SL001

89 SF

A305A

STAFF LOCKERS

LR004

48 SF

A305B

STAFF TOILET

TLTU1

63 SF

A304

HAC

JANC1

189 SF

STAIR

183 SF

A302

SEMI-PRIVATE

OFFICE

OFA07

171 SF

A301

BIOHAZARD

STORAGE

SRS01

171 SF

A300

BUILDING

CONNECTION

105 SF

P-2

ELEVATOR

114 SF

P-1

ELEVATOR

106 SF

S-1

ELEVATOR

932 SF

A304

ELEVATOR LOBBY

673 SF

A313

MULTIPURPOSE

ROOM

DAYR1

54 SF

A312

PUBLIC TOILET

TLTU1

227 SF

A311

FAMILY LOUNGE

DAYR1

283 SF

A310

EQUIPMENT

STORAGE

SRSE1

136 SF

A307

SPD STORAGE

SRS01

167 SF

C2

CORRIDOR

CORRIDOR

136 SF

A315

SERVICE ELEVATOR

LOBBY

231 SF

A316

SEMI-PRIVATE

OFFICE

OFA07

100 SF

A318

EQUIPMENT

STORAGE

SRS01

85 SF

A320A

STAFF LOCKERS

LR001

54 SF

A320B

STAFF TOILET

TLTU1

372 SF

A320

STAFF LOUNGE

SL001

275 SF

C3

CORRIDOR

285 SF

A319

BATHING SUITE

TUB01

121 SF

C302

LAUNDRY

LAUN1

138 SF

C301

SOILED UTILITY

USCL1

162 SF

C303

CLEAN SUPPLY

USCL1

133 SF

C305

NURSE MANAGER

OFFICE

OFA09

72 SF

C306

STAFF TOILET

TLTU1

42 SF

C304

CLEAN LINEN

UCCL1

284 SF

C307

TEAM CONFERENCE

ROOM

DAYR1

431 SF

C312

LIVING ROOM

DAYR1

291 SF

C4

CORRIDOR

86 SF

C309

UNIT SECURITY

COM03

110 SF

C310

MEDS ROOM

MED1

112 SF

C311

STORAGE

SRS01

83 SF

C324B

RES. BATH

TLTS2

205 SF

C324

PRIVATE RESIDENT

ROOM

BRNP1

223 SF

C326

PRIVATE RESIDENT

ROOM - BARIATRIC

BRNP1

90 SF

C326B

RES. BATH

TLTS2

1205 SF

C6

CORRIDOR

322 SF

C314C

KITCHEN

IPK01

103 SF

C315

PANTRY

SRS01

59 SF

C316

ELEC

42 SF

C323

SECONDARY CARTS

STORAGE

59 SF

C313

PUBLIC TOILET

TLTU1

80 SF

C328B

RES. BATH

TLTS2

232 SF

C328

PRIVATE RESIDENT

ROOM

BRNP1

282 SF

S-4

STAIR

229 SF

C329

PRIVATE RESIDENT

ROOM

BRNP1

79 SF

C329B

RES. BATH

TLTS2

89 SF

C327B

RES. BATH

TLTS2

220 SF

C327

PRIVATE RESIDENT

ROOM - BARIATRIC

BRNP1

205 SF

C325

PRIVATE RESIDENT

ROOM

BRNP1

90 SF

C325B

RES. BATH

TLTS2

143 SF

C317

HAC / SOILED

TRASH

JANC1

215 SF

C319

PRIVATE RESIDENT

ROOM - BARIATRIC

BRNP1

210 SF

C318

BARIATRIC

RESIDENT ROOM

BRNP1

102 SF

C318B

RES. BATH

TLTS2

102 SF

C319B

RES. BATH

TLTS2

205 SF

C321

PRIVATE RESIDENT

ROOM

BRNP1

209 SF

C320

PRIVATE RESIDENT

ROOM

BRNP1

539 SF

C5

CORRIDOR

82 SF

C321B

RES. BATH

TLTS2

82 SF

C323B

RES. BATH

TLTS2

82 SF

C322B

RES. BATH

TLTS2

82 SF

C320B

RES. BATH

TLTS2

238 SF

C322

PRIVATE RESIDENT

ROOM

BRNP1

235 SF

C323

PRIVATE RESIDENT

ROOM

BRNP1

283 SF

STAIR

E X

IT

EXIT

E X

IT

E X

IT S

E P A R

A

TIO

N D

IS

TA

N C

E = 192' -

0"

EXIT

S

EPAR

ATIO

N D

IS

TAN

C E=

3'

0"

T R

A V

E L

D

IS

T A

N C

E

TRAVEL DISTANCE= 172' - 0"

D

IA

G O

N A

L D

IS

T

A N

C E

D

IAG

O N

AL D

ISTAN

C E= 145' - 0"

J.2

F.2

F.2

591 SF

C314B

DINING

FSCD1

674 SF

C314A

DEN

DAYR1

12 SF

A309

OXY CLEAN

12 SF

A308

OXY DIRTY

FEC

F E

C

F E

C

FEC

80 SF

A317

COMM

88 SF

A315A

ELECTRICAL

72 SF

A315B

IT

66 SF

A313B

CLOSET

SRSE1

A W

IN

G

B W

IN

G

MATCHLINE

C WING

A WING

A WING B WING

C WING

N

KEY PLAN

SHADED AREA

INDICATES NOT IN

SCOPE

PROJECT LOCATION:

3RD FLOOR

2 HR FIRE RATED

1 HR FIRE RATED

1 HR SMOKE BARRIER

2 HR SMOKE BARRIER

WALL RATING LEGEND

EXISTING 1HR FIRE RATED

EXISTING 2HR FIRE RATED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

15% SCHEMATIC DESIGN 06/10/2021

30% SCHEMATIC DESIGN 08/04/2021

50% DESIGN DEVELOPMENT 09/12/2021

75% DESIGN DEVELOPMENT 11/09/2021

95% CONSTRUCTION DOCUMENTS 12/09/2021

100% BID DOCUMENTS 12/23/2021

C U s e rs

\d c h ri s te n s e n

\D o c u m e n ts \1

.1

.0

N C h ic a g o C

L C

V d c h ri s te n s e n

M N

F X

.r v t

/2 /2

:4

:4

P M

GI101

LIFE SAFETY PLAN

GUIDON DESIGN

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

CMTA

10411 MEETING STREET

Prospect, KY 40059

RENOVATE B134-3AC CLC

3001 GREEN BAY ROAD, NORTH

CHICAGO, IL 60061

556-20-013

12/23/2021 JF STW

100% BID DOCUMENTS

FULLY SPRINKLERED

317.695.4837

LIFE SAFETY OCCUPANCY COUNT

LEVEL AREA NAME AREA DESIGNATION SF OCC OCC FACTOR # OF OCC

THIRD FLOOR

THIRD FLOOR A-WING (RENO+ETR) SMOKE COMPARTMENT 1 8800 SF I-2 240 37

THIRD FLOOR C-WING (RENO) SMOKE COMPARTMENT 3 10895 SF I-2 240 46

THIRD FLOOR B-WING (ETR) SMOKE COMPARTMENT 2 11046 SF I-2 240 46

30742 SF 129

30742 SF 129

SCALE: 1/16" = 1'-0"GI101

1 THIRD FLOOR LIFE SAFETY PLAN

N

DN

DN

DN

T

C s

M

M

M

DN

T

CONSTRUCTION ACTIVITY - FIRE RISK: C

PATIENT RISK GROUP: HIGH

CLASS OF PRECAUTION MATRIX: III

1. PROVIDE TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL

CONSTRUCTION PER NFPA 241. REFER TO DETAIL 5/GI101.

2. PROVIDE TEMPORARY INFECTION CONTROL CONSTRUCTION DOOR WITH

CARD READER ACCESS. REFER TO ELEVATION 6/GI101.

A. REFER TO LIST OF REQUIRED INFECTION CONTROL PRECAUTIONS OUTLINED

BY CLASS IN SPECIFICATION 010110 AND ADDITIONAL INFORMATION.

B. REFER TO DRAWINGS, SPECIFICATIONS AND DOOR HARDWARE SCHEDULE

FOR ADDITIONAL INFORMATION.

C. PROJECT SHALL BE COMPLETED IN A 2 MAIN PHASES.

D. COORDINATE FULL SCOPE OF WORK WITH ENGINEERING DRAWINGS AND

FIELD VERIFICATION. CONTRACTOR IS RESPONSIBLE FOR SCOPE OF ABOVE

CEILING WORK REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE

PROJECT BOUNDARY.

E. COORDINATE LOCATION OF TEMPORARY INFECTION CONTROL (IC) BARRIER

WALL CONSTRUCTION AND INFECTION CONTROL (IC) MEASURES WITH COR

AND PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE. TEMPORARY

IC BARRIER WALL CONSTRUCTION LOCATIONS IN DRAWINGS ARE

APPROXIMATE. CONTRACTOR SHALL PROVIDE DRAWING TO COR AND

PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE ONCE ICRA

PROTOCOLS AND PLAN IS APPROVED.

F. SCHEDULE AND TIME OF CONSTRUCTION WORK TO BE APPROVED BY COR

AND NURSING STAFF BEFORE CONSTRUCTION MAY BEGIN. PROVIDE

PHASING INFORMATION FOR ABOVE CEILING WORK IN THE CONTRACTOR

PROVIDED CMP SCHEDULE FOR WORK ALSO REQUIRED ABOVE AND BELOW

THE FLOOR PLATE OF THE PROJECT BOUNDARY.

G. ABOVE CEILING WORK SHALL TAKE PLACE BETWEEN THE HOURS OF 5:00 PM

AND 5:00 AM. IN AREAS THAT REQUIRE ABOVE CEILING WORK WHERE

CEILINGS ARE TO REMAIN, CEILING TILES SHALL BE REMOVED AND STORED

IN A SAFE MANOR UNTIL CEILING TILES CAN BE REINSTALLED. DAMAGED

AND BROKEN CEILING TILES SHALL BE REPLACED BY CONTRACTOR.

H. EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED

DURING NORMAL BUSINESS HOURS. SEE SPECIFICATION FOR HOURS OF

OPERATION.

I. WORK REQUIRING VIBRATION OR LOAD NOISE SHALL TAKE PLACE BETWEEN

THE HOURS OF 8:00 AM AND 5:00 PM. EVERY EFFORT SHALL BE MADE TO

KEEP NOISE AND VIBRATION TO A MINIMUM.

J. PROVIDE THE FOLLOWING INFECTION CONTROL MEASURES, A 24"X36"

STICKY WALK OFF MAT AND HAND SANITIZER AT EACH TEMPORARY DOOR

LOCATION. MAT SHALL BE REPLACED OR CLEANED AS NECESSARY

K. PROVIDE THE VA AND OSHA REQUIRED TEMPORARY SIGNAGE AT EACH

TEMPORARY DOOR LOCATION.

L. CONTRACTOR SHALL SUPPLY SPILL KIT. SPILL KIT TO INCLUDE SHOP VAC,

MULTI-PURPOSE SPILL CONTROL SORBENTS TO ABSORB NON AGGRESSIVE

LIQUIDS UP TO 30 GALLONS.

M. ALL NEW MATERIAL MOVED THROUGH THE FACILITY SHALL BE COVERED

WITH 4 MIL. POLY SHEET.

N. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE PROJECT

BOUNDARY THROUGH THE FACILITY TO DUMPSTER ALONG VA APPROVED

ROUTE IN ENCLOSED DUMPSTER CART DESIGNED FOR SUCH PURPOSED

WITH A LID.

O. ALL MATERIAL, DEBRIS AND HAZARDOUS MATERIALS SHALL BE PROPERLY

STORED IN DESIGNATED AREAS AND APPROVED CONTAINERS. FLAMMABLE

MATERIALS SHALL NOT BE STORED IN THE FACILITY.

P. PROVIDE CONTAINMENT CART FOR ABOVE CEILING ACCESS OUTSIDE

PROJECT BOUNDARY.

A. PROJECT AREAS TO BE OCCUPIED BY STAFF AND VETERANS THROUGHOUT

CONSTRUCTION.

B. PROJECT SHALL BE COMPLETED DURING NORMAL HOURS, 7:00 AM TO 5:00

PM. COORDINATE WITH COR. ALL WORK TO BE COMPLETED AND OPEN FOR

PUBLIC USE AT THE END OF EACH NIGHT'S WORK.

C. REFER TO SPECIFICATION 01 00 00 FOR INFORMATION ON WORK DURATION

FOR EACH PHASE AND AREA OF WORK.

PHASING GENERAL NOTES

INFECTION CONTROL PLAN NOTES

INFECTION CONTROL GENERAL NOTES

INFECTION CONTROL PROJECT INFORMATION

TEMPORARY WALLS. SEE PLAN AND PLAN NOTES

TEMPORARY CONSTRUCTION ACCESS DOORS

REFERENCE AREA FOR ABOVE CEILING

WORK ON FLOOR BELOW.

RE: ENGINEERING DRAWINGS FOR FULL

SCOPE OF WORK

BEYOND PROJECT BOUNDARY

PROJECT BOUNDARY

IC / PHASING LEGEND

CONTINUOUS FIRESAFE SEALANT

TOP AND BOTTOM, & BOTH SIDES

3 1/2" SOUND ATTENUATION BATT.

5/8" TYPE X GYPSUM BOARD, BOTH SIDES

3 5/8" METAL STUD @ 16" O.C. WITH

RUNNER CHANNELS ALONG TOP

AND BOTTOM

CONSTRUCTION

SIDE

PUBLIC

SIDE

6 MIL. FIRE RETARDANT VISQUEEN

MEMBRANE. CONTINUOUSLY ADHERE

TO THE STRUCTURAL DECK ABOVE AND

TO THE FLOOR BELOW WITH TAPE.

UNDERSIDE OF STRUCTURAL DECK

UL LISTING: U465

COORDINATE WITH EXISTING CEILING

PUBLIC

SIDE

1 HOUR FIRE RATED METAL DOOR ASSEMBLY

AND FRAME WITH SEALS, CARD READER,

HARDWARE AND CLOSER

TRIATEK MONITOR

HAND SANITIZER

SEAL ALL EDGES WITH TAPE

SEAL ALL EDGES WITH TAPE

REFER TO TEMPORARY BARRIER TYPE FOR

REQUIRED CONDITION TO STRUCTURE ABOVE

VA / OSHA TEMPORARY SIGNAGE

283 SF

STAIR

235 SF

C323

PRIVATE RESIDENT

ROOM

238 SF

C322

PRIVATE RESIDENT

ROOM

209 SF

C320

PRIVATE RESIDENT

ROOM

210 SF

C318

BARIATRIC

RESIDENT ROOM

59 SF

C316

ELEC

42 SF

C323

SECONDARY CARTS

STORAGE

59 SF

C313

PUBLIC TOILET

112 SF

C311

STORAGE

205 SF

C324

PRIVATE RESIDENT

ROOM

89 SF

C327B

RES. BATH

229 SF

C329

PRIVATE RESIDENT

ROOM

282 SF

S-4

STAIR

86 SF

C309

UNIT SECURITY

110 SF

C310

MEDS ROOM

431 SF

C312

LIVING ROOM

284 SF

C307

TEAM CONFERENCE

ROOM

162 SF

C303

CLEAN SUPPLY

39 SF

C0

CORRIDOR

42 SF

C304

CLEAN LINEN

72 SF

C306

STAFF TOILET

121 SF

C302

LAUNDRY

285 SF

A319

BATHING SUITE

275 SF

C3

CORRIDOR 372 SF

A320

STAFF LOUNGE

100 SF

A318

EQUIPMENT

STORAGE

85 SF

A320A

STAFF LOCKERS

54 SF

A320B

STAFF TOILET

231 SF

A316

SEMI-PRIVATE

OFFICE

88 SF

A315A

ELECTRICAL

136 SF

A315

SERVICE ELEVATOR

LOBBY

673 SF

A313

MULTIPURPOSE

ROOM

17 SF

A314

LAUNDRY CHUTE

VESTIBULE

106 SF

S-1

ELEVATOR

114 SF

P-1

ELEVATOR

105 SF

P-2

ELEVATOR

66 SF

A313B

CLOSET

932 SF

A304

ELEVATOR LOBBY

171 SF

A300

BUILDING

CONNECTION

171 SF

A301

BIOHAZARD

STORAGE

183 SF

A302

SEMI-PRIVATE

OFFICE

189 SF

STAIR

63 SF

A304

HAC

48 SF

A305B

STAFF TOILET

89 SF

A305A

STAFF LOCKERS

323 SF

A305

STAFF LOUNGE

54 SF

A312

PUBLIC TOILET

227 SF

A311

FAMILY LOUNGE

283 SF

A310

EQUIPMENT

STORAGE

136 SF

A307

SPD STORAGE

12 SF

A308

OXY DIRTY

12 SF

A309

OXY CLEAN

267 SF

A306

BATHING SUITE

167 SF

C2

CORRIDOR

4 SF

A303

ELECTRICAL

168 SF

B332

LAUNDRY

291 SF

C4

CORRIDOR

138 SF

C301

SOILED UTILITY

4 SF

C308

CLOSET

PHASE 1

674 SF

C314A

DEN

591 SF

C314B

DINING

322 SF

C314C

KITCHEN

103 SF

C315

PANTRY

1205 SF

C6

CORRIDOR

223 SF

C326

PRIVATE RESIDENT

ROOM - BARIATRIC

90 SF

C326B

RES. BATH

80 SF

C328B

RES. BATH

232 SF

C328

PRIVATE RESIDENT

ROOM

220 SF

C327

PRIVATE RESIDENT

ROOM - BARIATRIC

205 SF

C325

PRIVATE RESIDENT

ROOM

143 SF

C317

HAC / SOILED

TRASH

215 SF

C319

PRIVATE RESIDENT

ROOM - BARIATRIC

102 SF

C319B

RES. BATH

205 SF

C321

PRIVATE RESIDENT

ROOM

82 SF

C321B

RES. BATH

82 SF

C323B

RES. BATH

102 SF

C318B

RES. BATH

82 SF

C320B

RES. BATH

82 SF

C322B

RES. BATH

PHASE 2

72 SF

A315B

IT

80 SF

A317

COMM

M A

T C

H L

IN

E

A W

IN

G

B W

IN

G

MATCHLINE

C WING

A WING

SERVICE ELEVATOR S-1 TO BE

USED BY CONTRACTOR DURING

CONSTRUCTION

PHASE 2 AFTERHOURS

C

LE

A R

5'

79 SF

C329B

RES. BATH

83 SF

C324B

RES. BATH

90 SF

C325B

RES. BATH

133 SF

C305

NURSE MANAGER

OFFICE

A WING B WING

C WING

N

KEY PLAN

SHADED AREA

INDICATES NOT IN

SCOPE

PROJECT LOCATION:

3RD FLOOR

PHASE 1:

CONTRACTOR TO RENOVATE THE FULL

SCOPE OF C WING INCLUDING THE RATED

CHASE ON THE SECOND FLOOR AND

ROOFTOP/PENTHOUSE EQUIPMENT. MED

GASES TO BE ROUTED FROM BASEMENT

LEVEL TO PROJECT FLOOR.

PHASING DESCRIPTIONS

PHASE 2:

CONTRACTOR TO RENOVATE THE FULL

SCOPE OF A WING. THE ELEVATOR LOBBY

AND CORRIDORS TO BE RENOVATED DURING

AFTER HOURS AND OPEN DURING NORMAL

HOURS.

PHASE 2 - AFTERHOURS:

CORRIDOR RENOVATION.

M A

T C

H L

IN

E

A W

IN

G

B W

IN

G

MATCHLINE

C WING

A WING

PHASE 1

PHASE 1

MATCHLINE

C WING

A WING

PHASE 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

15% SCHEMATIC DESIGN 06/10/2021

30% SCHEMATIC DESIGN 08/04/2021

50% DESIGN DEVELOPMENT 09/12/2021

75% DESIGN DEVELOPMENT 11/09/2021

95% CONSTRUCTION DOCUMENTS 12/09/2021

100% BID DOCUMENTS 12/23/2021

C U s e rs

\d c h ri s te n s e n

\D o c u m e n ts \1

.1

.0

N C h ic a g o C

L C

V d c h ri s te n s e n

M N

F X

.r v t

/2 /2

:4

:0

P M

GC101

INFECTION CONTROL/PHASING

PLANGUIDON DESIGN

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

CMTA

10411 MEETING STREET

Prospect, KY 40059

RENOVATE B134-3AC CLC

3001 GREEN BAY ROAD, NORTH

CHICAGO, IL 60061

556-20-013

12/23/2021 JF DMC

100% BID DOCUMENTS

FULLY SPRINKLERED

317.695.4837

SCALE: 1 1/2" = 1'-0"GC101

TEMPORARY 1 HR FIRE RATED SMOKE BARRIER WALL

CONSTRUCTION NFPA 241

SCALE: 1/4" = 1'-0"GC101

6 TEMPORARY WALL CONSTRUCTION ELEVATION

SCALE: 1/16" = 1'-0"GC101

1 PHASING THIRD FLOOR

N

SCALE: 1/16" = 1'-0"GC101

3 PARTIAL BASEMENT PLAN - PHASING

SCALE: 1/16" = 1'-0"GC101

4 PARTIAL SECOND FLOOR PLAN - PHASING

SCALE: 1/16" = 1'-0"GC101

2 ROOF PLAN

N

NN

STATEMENT OF BID ITEMS

1. ALTERNATE 1 - ELIMINATE WORK IN A WING

NO WORK TO TAKE PLACE IN A WING INDICATED BY

HATCHED AREA.

BID ITEM #1: BASE BID- ALL WORK BASEMENT AND 3RD FLOOR WINGS A & C.

BID ITEM #2: ALL WORK AS DESCRIBED FOR BID ITEM #1 ABOVE MINUS THAT

PORTION OF WORK SHOWN AS ALTERNATE 1.

A B C D E

F G H J

K L

Fx Hx Hy Hz Jx Jy Kx Ky Lx Ly

J.4

J.2F.2

189 SF

STAIR

267 SF

A306

BATHING SUITE

TUB01

168 SF

B332

LAUNDRY

LAUN1

323 SF

A305

STAFF LOUNGE

SL001

89 SF

A305A

STAFF LOCKERS

LR004

63 SF

A304

HAC

JANC1

48 SF

A305B

STAFF TOILET

TLTU1

183 SF

A302

SEMI-PRIVATE

OFFICE

OFA07171 SF

A300

BUILDING

CONNECTION

171 SF

A301

BIOHAZARD

STORAGE

SRS01

105 SF

P-2

ELEVATOR

114 SF

P-1

ELEVATOR

106 SF

S-1

ELEVATOR

932 SF

A304

ELEVATOR LOBBY

136 SF

A307

SPD STORAGE

SRS01

283 SF

A310

EQUIPMENT

STORAGE

SRSE1227 SF

A311

FAMILY LOUNGE

DAYR1

54 SF

A312

PUBLIC TOILET

TLTU1

673 SF

A313

MULTIPURPOSE

ROOM

DAYR1

12 SF

A309

OXY CLEAN

12 SF

A308

OXY DIRTY

66 SF

A313B

CLOSET

SRSE1

136 SF

A315

SERVICE ELEVATOR

LOBBY

88 SF

A315A

ELECTRICAL

17 SF

A314

LAUNDRY CHUTE

VESTIBULE

100 SF

A318

EQUIPMENT

STORAGE

SRS01

231 SF

A316

SEMI-PRIVATE

OFFICE

OFA07

85 SF

A320A

STAFF LOCKERS

LR001

54 SF

A320B

STAFF TOILET

TLTU1

372 SF

A320

STAFF LOUNGE

SL001

285 SF

A319

BATHING SUITE

TUB01

275 SF

C3

CORRIDOR

121 SF

C302

LAUNDRY

LAUN1

42 SF

C304

CLEAN LINEN

UCCL1

72 SF

C306

STAFF TOILET

TLTU1

162 SF

C303

CLEAN SUPPLY

USCL1

138 SF

C301

SOILED UTILITY

USCL1

133 SF

C305

NURSE MANAGER

OFFICE

OFA09

284 SF

C307

TEAM CONFERENCE

ROOM

DAYR1

291 SF

C4

CORRIDOR

431 SF

C312

LIVING ROOM

DAYR1

86 SF

C309

UNIT SECURITY

COM03

110 SF

C310

MEDS ROOM

MED1

112 SF

C311

STORAGE

SRS01 59 SF

C313

PUBLIC TOILET

TLTU1

322 SF

C314C

KITCHEN

IPK01

103 SF

C315

PANTRY

SRS01

1205 SF

C6

CORRIDOR

83 SF

C324B

RES. BATH

TLTS2

205 SF

C324

PRIVATE RESIDENT

ROOM

BRNP1

223 SF

C326

PRIVATE RESIDENT

ROOM - BARIATRIC

BRNP1

90 SF

C326B

RES. BATH

TLTS2

80 SF

C328B

RES. BATH

TLTS2

232 SF

C328

PRIVATE RESIDENT

ROOM

BRNP1

282 SF

S-4

STAIR

229 SF

C329

PRIVATE RESIDENT

ROOM

BRNP1

79 SF

C329B

RES. BATH

TLTS2

89 SF

C327B

RES. BATH

TLTS2

220 SF

C327

PRIVATE RESIDENT

ROOM - BARIATRIC

BRNP1

205 SF

C325

PRIVATE RESIDENT

ROOM

BRNP1

90 SF

C325B

RES. BATH

TLTS2

42 SF

C323

SECONDARY CARTS

STORAGE

59 SF

C316

ELEC

143 SF

C317

HAC / SOILED

TRASH

JANC1

215 SF

C319

PRIVATE RESIDENT

ROOM - BARIATRIC

BRNP1

102 SF

C319B

RES. BATH

TLTS2

210 SF

C318

BARIATRIC

RESIDENT ROOM

BRNP1

102 SF

C318B

RES. BATH

TLTS2

209 SF

C320

PRIVATE RESIDENT

ROOM

BRNP1

205 SF

C321

PRIVATE RESIDENT

ROOM

BRNP1

82 SF

C321B

RES. BATH

TLTS2

82 SF

C323B

RES. BATH

TLTS2

82 SF

C320B

RES. BATH

TLTS2

539 SF

C5

CORRIDOR

82 SF

C322B

RES. BATH

TLTS2

238 SF

C322

PRIVATE RESIDENT

ROOM

BRNP1

235 SF

C323

PRIVATE RESIDENT

ROOM

BRNP1

283 SF

STAIR

674 SF

C314A

DEN

DAYR1

591 SF

C314B

DINING

FSCD1

72 SF

A315B

IT

80 SF

A317

COMM

M A

T C

H L

IN

E

A W

IN

G

B W

IN

G

MATCHLINE

C WING

A WING

A WING B WING

C WING

N

KEY PLAN

SHADED AREA

INDICATES NOT IN

SCOPE

PROJECT LOCATION:

3RD FLOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

15% SCHEMATIC DESIGN 06/10/2021

30% SCHEMATIC DESIGN 08/04/2021

50% DESIGN DEVELOPMENT 09/12/2021

75% DESIGN DEVELOPMENT 11/09/2021

95% CONSTRUCTION DOCUMENTS 12/09/2021

100% BID DOCUMENTS 12/23/2021

C U s e rs

\d c h ri s te n s e n

\D o c u m e n ts \1

.1

.0

N C h ic a g o C

L C

V d c h ri s te n s e n

M N

F X

.r v t

/2 /2

:4

:1

P M

GC102

BID ALTERNATES

GUIDON DESIGN

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

CMTA

10411 MEETING STREET

Prospect, KY 40059

RENOVATE B134-3AC CLC

3001 GREEN BAY ROAD, NORTH

CHICAGO, IL 60061

556-20-013

12/23/2021 JF DMC

100% BID DOCUMENTS

FULLY SPRINKLERED

317.695.4837

SCALE: 1/16" = 1'-0"GC102

1 THIRD FLOOR DEDUCT PLAN

A. HAZMAT REMOVAL NOTES APPLY TO ENTIRE ROOMS. CONTRACTOR SHALL

IDENTIFY ALL MATERIALS DESCRIBED BY NOTE IN EACH ROOM AND

REMOVE ACCORDING TO SAFETY STANDARDS. REFERENCE SPECIFICATION

02 82 11.

B. ALL HAZARDOUS MATERIALS SHALL BE REMOVED IN COMPLIANCE WITH

APPLICABLE CODES AND LAWS.

C. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE HAZARD(S) AND LEVEL

OF PROTECTION REQUIRED FOR ALL EMPLOYEES OR SUBCONTRACTORS

TO COMPLETE THE CONSTRUCTION WORK.

D. PROVIDE COST FOR REMOVAL OF COUNTED AND UNFORESEEN MUD

FITTINGS ON FIBERGLASS INSULATED DOMESTIC WATER LINES FOR 36

FITTINGS.

E. PROVIDE COST FOR REMOVAL OF FLUORESCENT LIGHT TUBES AND CFL

BULBS, ASSUME 120 EACH.

F. REFER TO SPECIFICATION AND ATTACHMENTS FOR ADDITIONAL

INFORMATION.

G. REFER TO ENVIRONMENTAL SURVEY REPORT IN THE SPECIFICATIONS

APPENDIX FOR ADDITIONAL INFORMATION.

1. REMOVE ASBESTOS - CONTAINING PIPE INSULATION - APPROX. 120 LF.

2. REMOVE ASBESTOS - CONTAINING PIPE INSULATION ON MUD FITTINGS -

APPROX. 36 FITTINGS.

3. REMOVE ASBESTOS - CONTAINING TRANSITE CEMENT SHEETS BEHIND

RECESSED RADIATORS - APPROX. 15 ( 120 LF).

HAZARDOUS MATERIAL REMOVAL GENERAL NOTES

HAZARDOUS MATERIAL REMOVAL PLAN NOTES

F G H

Fx Hx Hy Hz Jx Jy Kx Ky Lx Ly

J.4J.2F.2

MATCHLINE MATCHLINE

STORAGE

B333

FAMILY

A314

LOUNGE

A316

OFFICE

A301

LOBBY

BIOHAZARD

A302

DINING

A313

JANITOR

A312

BATH

A311

BATH

A310

FAMILYROOM

A309

LINEN

A308

LINEN

A309

DINING

A307

A306A

CONFERENCE

A306

IT

A305

SERVICE

A304

BATH

A303

189 SF

STAIR

333333

A WING B WING

C WING

N

KEY PLAN

SHADED AREA

INDICATES NOT IN

SCOPE

PROJECT LOCATION:

3RD FLOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

15% SCHEMATIC DESIGN 06/10/2021

30% SCHEMATIC DESIGN 08/04/2021

50% DESIGN DEVELOPMENT 09/12/2021

75% DESIGN DEVELOPMENT 11/09/2021

95% CONSTRUCTION DOCUMENTS 12/09/2021

100% BID DOCUMENTS 12/23/2021

C U s e rs

\d c h ri s te n s e n

\D o c u m e n ts \1

.1

.0

N C h ic a g o C

L C

V d c h ri s te n s e n

M N

F X

.r v t

/2 /2

:4

:4

P M

HA101

HAZARDOUS MATERIAL REMOVAL

PLANGUIDON DESIGN

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

CMTA

10411 MEETING STREET

Prospect, KY 40059

RENOVATE B134-3AC CLC

3001 GREEN BAY ROAD, NORTH

CHICAGO, IL 60061

556-20-013

12/23/2021 JF DMC

100% BID DOCUMENTS

FULLY SPRINKLERED

317.695.4837

SCALE: 1/8" = 1'-0"HA101

1 THIRD FLOOR HAZMAT PLAN

A B C D E

F G H

J

K L

J.2

F.2

MATCHLINE

C WING

A WING

C O

N C

. S

LA

B T

O R

E M

A

IN

P O

R T

IO

N

O F

E X

. R

IB

B E

D

E X

C

O N

C

B E

A M

T O

R E

M A

IN

S

LA

B T

O R

E M

A

IN

E X

. R

IB

B E

D C

O N

C

E X

C

O N

C

B E

A M

T O

R E

M A

IN

E X

C

O N

C

B E

A M

T O

R E

M A

IN

E X

C

O N

C

B E

A M

T O

R E

M A

IN

EX. CONC. HEADERS

TO REMAIN

T O

B E

R E

M O

V E

D

P O

R T

IO

N

O F

E X

R

IB

B

E D

C O

N C

. S

LA

B

S

LA

B T

O R

E M

A

IN

E X

. R

IB

B E

D C

O N

C

(F V

/2

(F

V

15' - 1" (FV) 10' - 0" (FV) 15' - 2" (FV)

1/ 2"

F

V

/2

(F V

N E

W W

8x

4"

EX. 12x12 CONC. COL.

(FV) TO REM

AIN

EX. 12x12 CONC. COL.

(FV) TO REM

AIN

NEW W10x22

NOTE: ATTACH NEW BEAMS TO EX. CONC.

W/ L4X4X1/4 X 6" W/ (2) 3/8" DIA. X 3 3/8"

LONG HILTI HIT-Z ANCHOR W/ HIT-HY 200

EPOXY (OR APPROVED EQUIV.) U.N.O.

4"

ATTACH NEW BEAM TO EX. CONC.

COLUMN W/ L6X4X1/4 X 6" W/ (2)

3/8" DIA. X 3 3/8" LONG HILTI HIT-Z

ANCHOR (OR APPROVED EQUIV.)

R k

A WING B WING

C WING

N

KEY PLAN

PHASE 1

LIGHT SHADE INDICATES

AREA NOT IN PHASE

DARK SHADE INDICATES

AREA NOT IN SCOPE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

15% SCHEMATIC DESIGN 06/10/2021

30% SCHEMATIC DESIGN 08/04/2021

50% DESIGN DEVELOPMENT 09/12/2021

75% DESIGN DEVELOPMENT 11/09/2021

95% CONSTRUCTION DOCUMENTS 12/09/2021

100% BID DOCUMENTS 12/23/2021

C U s e rs

\d c h ri s te n s e n

\D o c u m e n ts \1

.1

.0

N C h ic a g o C

L C

V d c h ri s te n s e n

M N

F X

.r v t

/2 /2

:4

:1

P M

SF101

THIRD FLOOR FRAMING PLAN &

GENERAL NOTESGUIDON DESIGN

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

CMTA

10411 MEETING STREET

Prospect, KY 40059

RENOVATE B134-3AC CLC

3001 GREEN BAY ROAD, NORTH

CHICAGO, IL 60061

556-20-013

12/23/2021 MAV LKB

100% BID DOCUMENTS

FULLY SPRINKLERED

317.695.4837

SCALE: 1/8" = 1'-0"SF101

1 THIRD FLOOR FRAMING PLAN

NOTES:

1. REFERENCE GENERAL NOTES THIS SHEET.

2. REFERENCE FINISH FLOOR ELEVATION = 100' - 0" (USGS = PER CIVIL)

3. TOP OF NEW STEEL BEAMS TO MATCH BOTTOM OF EXISTING SLAB. EXISTING SLAB = 2 ½" THICK (FIELD VERIFY).

4. REFERENCE MECHANICAL DRAWINGS & CONTRACTOR FOR FINAL EQUIPMENT SIZES & LOCATIONS.

5. EXISTING STRUCTURE SIZES, ELEVATIONS, AND LOCATIONS MUST BE FIELD VERIFIED.

6. CORNERS OF NEW OPENINGS IN EXISTING CONCRETE SLAB MUST BE CORE DRILLED.

N

GENERAL

THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY

SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS AND SPECIFICATIONS.

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT. IF A DISCREPANCY OCCURS BETWEEN THE NOTES AND THE FULL SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENT SHALL APPLY.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT THE

APPROVAL OF THE STRUCTURAL ENGINEER.

CONTRACTOR TO COORDINATE ALL EQUIPMENT, ROOF DRAINS, CHASES, AND OTHER ITEMS CONNECTED TO THE STRUCTURE BEFORE

FABRICATION BEGINS.

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. DRAWINGS

SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.

SUBMIT ELECTRONIC VERSIONS OF SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN PDF FORMAT.

SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

1. STRUCTURAL STEEL (INCLUDING DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED FOR ALL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS)

STRUCTURAL STEEL

STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION WITH AMENDMENTS, AND THE AISC 303 CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES, LATEST EDITION WITH AMENDMENTS.

STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, 50 KSI.

STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES SHALL CONFORM TO ASTM A36, UNLESS NOTED

OTHERWISE.

ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE.

BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION. BOLTED CONNECTIONS FOR STRUCTURAL STEEL MEMBERS SHALL BE MADE WITH 3/4" DIAMETER A325 BOLTS, UNLESS NOTED OTHERWISE.

BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION, EXCEPT BOLTED CONNECTIONS IN BRACE ELEMENTS

ARE TO BE FULLY PRETENSIONED WITH CLASS A FAYING SURFACES.

WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING

CODE FOR STEEL ANSI/AWS D1.1.

WELDED CONNECTIONS USING ASTM A992 STEEL AS A BASE METAL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.

UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, OTHER WELDED CONNECTIONS MAY BE MADE WITH STANDARD E70XX

ELECTRODES.

STRUCTURAL STEEL NOTED TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED IN CONFORMANCE WITH ASTM A123.

DO NOT PAINT OR GALVANIZE SURFACES TO BE WELDED.

ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN ARCHITECTURAL FINISH COAT SHALL BE TOUCHED-UP AFTER ERECTION IS COMPLETE. FOR PAINTED STEEL, USE A PRIMER EQUIVALENT TO THE SHOP PAINT. FOR GALVANIZED STEEL, USE

A ZINC-RICH COLD-GALVANIZING PAINT.

DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE ASD SPECIFICATION AND MANUAL OF STEEL CONSTRUCTION. UNLESS NOTED OTHERWISE ON THE DRAWINGS, DESIGN BEAM CONNECTIONS NOT SHOWN, TO SUPPORT A MINIMUM OF A 10 KIP SHEAR REACTION. PROVIDE NO LESS THAN 2 BOLTS IN ANY SINGLE LINE OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.

PROVIDE L4X4X1/4 FRAMED OPENINGS FOR ALL ROOF PENETRATIONS 12 INCHES OR LARGER ALONG ANY SIDE, UNLESS LARGER FRAMING IS INDICATED. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR PENETRATIONS. COORDINATE FRAMED OPENING SIZES

AND LOCATIONS WITH THE MECHANICAL AND PLUMBING CONTRACTORS.

GALVANIZE ALL EXPOSED STEEL.

DESIGN DATA

THE BUILDING STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2021 INTERNATIONAL BUILDING CODE.

SEE LOAD MAPS FOR FLOOR LOADING CRITERIA.

RISK CATEGORY = III

SNOW LOAD DESIGN DATA

1. GROUND SNOW LOAD (Pg) = 30 PSF

2. FLAT ROOF SNOW LOAD (Pf) = 27.7 PSF

3. MINIMUM LOW-SLOPE SNOW LOAD (Pm) = 22 PSF

4. SNOW EXPOSURE FACTOR (Ce) = 1.0

5. THERMAL FACTOR (Ct) = 1.2

6. SNOW LOAD IMPORTANCE FACTOR (Is) = 1.10

7. DRIFT LOADS WILL APPLY BASED ON STRUCTURE AND EQUIPMENT GEOMETRY AND ELEVATION.

WIND LOAD DESIGN DATA

1. BASIC WIND SPEED (3-SECOND GUST) = 114 MPH

2. WIND EXPOSURE = B

3. INTERNAL PRESSURE COEFFICIENT, GCpi = 0.00 (OPEN)

4. WIND DESIGN PRESSURE (P) = VARIES WITH HEIGHT AND LOCATION

EARTHQUAKE LOAD DESIGN DATA

1. SHORT PERIOD SPECTRAL RESPONSE (Ss) = 0.102

2. 1-SECOND SPECTRAL RESPONSE (S1) = 0.057

3. SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT (SDS) = 0.088

4. 1-SECOND SPECTRAL RESPONSE COEFFICIENT (SD1) = 0.057

5. SEISMIC IMPORTANCE FACTOR (Ie) = 1.25

6. SITE CLASS = C

7. SEISMIC DESIGN CATEGORY = A

8. BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: H - STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC

RESISTANCE, EXCLUDING CANTILEVER COLUMN SYSTEMS

9. ANALYSIS PROCEDURE UTILIZED = EQUIVALENT LATERAL FORCE PROCEDURE

10. RESPONSE MODIFICATION COEFFICIENT (R) = 3

11. SEISMIC RESPONSE COEFFICIENT (Cs) = 0.037

RENOVATION (EXISTING CONDITIONS)

INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM DRAWINGS THAT WERE PREPARED FOR THE WAR DEPARTMENT, ENTITLED VETERANS ADMINISTRATION HOSPITAL, DATED 11-12-1949, AND SPS BASEMENT ADDITION DATED 08-15-2014.

WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO

NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

WHERE NEW WORK IS TO BE FITTED TO OLD WORK, THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND REPORT ANY ERRORS OR DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO THE FABRICATION AND ERECTION OF ANY

NEW MEMBERS.

EXISTING MATERIALS TO BE REMOVED AND REINSTALLED AS PART OF THE PROJECT, THAT BECOME DAMAGED, SHALL BE REPLACED

WITH NEW MATERIAL OF EQUAL QUALITY AND APPEARANCE, AT THE CONTRACTORS EXPENSE.

ALL WORK SHALL BE PREFORMED WITHOUT DAMAGE TO ADJACENT RETAINED WORK. ADJACENT EXISTING CONSTRUCTION SHALL BE

PROTECTED FROM DUST, DIRT, AND DEBRIS ACCUMULATION AT ALL TIMES.

A B C D E

F G H

J

K L

J.2

F.2

MATCHLINE

C WING

A WING

N E

W W x3

(F V

/2

(F

V

15' - 1" (FV) 10' - 0" (FV) 15' - 2" (FV)

EX. 1

2x

C

ONC. C

OL.

(F V) T

O R

EM

AIN

EX. 12x12 CONC. COL.

(FV) TO REM

AIN

EX. 1

2x

C

ONC. C

OL.

(F V) T

O R

EM

AIN

EX. 12x12 CONC. COL.

(FV) TO REM

AIN

SF102

C R

O S

S H

A T

C H

D

E N

O T

E S

N

E W

R T

U

P E

R M

E C

H

D W

G S

DIAGONAL HATCH DENOTES:

EX. CONC. ROOF & FRAMING

TO REMAIN

EX. 12x12 CONC. COL.

(FV) TO REM

AIN

EX. 12x12 CONC. COL.

(FV) TO REM

AIN

SF102

NEW W10x33

NEW W10x33

NEW W10x33

N E

W W x3

N

E W

W x3

2' - 8 1/2" (FV)

NEW W10x33

NEW W10x33

2' - 8 1/2" (FV)

1/ 2"

F

V

/2

(F V

6'

1/ 8"

(F V

6'

1/

8" (F

V

NOTE: REPAIR EXISTING CONCRETE

COLUMNS AS REQUIRED WITH

SIKAQUICK VOH (OR APPROVED EQUIV.).

N E

W W x3

2' - 7 1/2" (FV)

2' - 7 1/2" (FV)

SF102

A WING B WING

C WING

N

KEY PLAN

PHASE 1

LIGHT SHADE INDICATES

AREA NOT IN PHASE

DARK SHADE INDICATES

AREA NOT IN SCOPE

GH

NEW MECHANICAL EQUIP. -

FINAL SIZE & LOCATION PER

MECH. DWGS. & CONTRACTOR

EX. CONC. ROOF

TO REMAIN, TYP.

5" 2' - 8 1/2" (FV)

EX. CONC. COLUMN

W/ STEEL TOP PLATE

PER PLAN TO REMAIN

1/4 11

1/4 11

B/BEAM = 116' - 9" (FV)

NEW STEEL BEAM PER PLAN -

GROUT AS REQUIRED ABOVE

EXISTING COLUMN TO LEVEL

BEAMS & INCREASE WELD

THROAT TO COMPENSATE.

NEW STEEL BEAM PER PLAN -

GROUT AS REQUIRED ABOVE

EXISTING COLUMN TO LEVEL

BEAMS & INCREASE WELD

THROAT TO COMPENSATE.

5"2' - 7 1/2" (FV)

EX. CONC. ROOF

TO REMAIN, TYP.

5" 6' - 10 1/8" (FV)

EX. CONC. COLUMN

W/ STEEL TOP PLATE

PER PLAN TO REMAIN

NEW STEEL BEAM PER PLAN -

GROUT AS REQUIRED ABOVE

EXISTING COLUMN TO LEVEL

BEAMS & INCREASE WELD

THROAT TO COMPENSATE

1/4 11

NEW MECHANICAL EQUIP. -

FINAL SIZE & LOCATION PER

MECH. DWGS. & CONTRACTOR

EX. CONC. JOIST

L4X4X1/4 FRAME

T/FRAME=T/JOIST

DECK

OPENING

NOTES:

1. COORDINATE OPENING SIZE WITH MECHANICAL CONTRACTOR.

2. CONCRETE SLAB NOT SHOWN FOR CLARITY

3. CONTRACTOR TO SAWCUT SLAB FLUSH WITH THE INSIDE FACE OF THE

ANGLE FRAME. PROVIDE 2" CORE DRILL RADIUS AT NEW SLAB CORNERS.

EX. CONC. JOIST

DRILL & EPOXY (2) 3/8" DIA.

X 3 3/8" LONG HILTI HIT-Z

ANCHORS WITH HIT-HY 200

EPOXY (OR APPROVED EQUIV.).

M

IN3"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

15% SCHEMATIC DESIGN 06/10/2021

30% SCHEMATIC DESIGN 08/04/2021

50% DESIGN DEVELOPMENT 09/12/2021

75% DESIGN DEVELOPMENT 11/09/2021

95% CONSTRUCTION DOCUMENTS 12/09/2021

100% BID DOCUMENTS 12/23/2021

C U s e rs

\d c h ri s te n s e n

\D o c u m e n ts \1

.1

.0

N C h ic a g o C

L C

V d c h ri s te n s e n

M N

F X

.r v t

/2 /2

:4

:1

P M

SF102

MECHANICAL EQUIPMENT

SUPPORT PLAN & DETAILSGUIDON DESIGN

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

CMTA

10411 MEETING STREET

Prospect, KY 40059

RENOVATE B134-3AC CLC

3001 GREEN BAY ROAD, NORTH

CHICAGO, IL 60061

556-20-013

12/23/2021 MAV LKB

100% BID DOCUMENTS

FULLY SPRINKLERED

317.695.4837

SCALE: 1/8" = 1'-0"SF102

1 MECHANICAL EQUIPMENT SUPPORT PLAN

N

SCALE: 3/4" = 1'-0"SF102

2 SECTION

NOTES:

1. REFERENCE GENERAL NOTES ON SHEET SF101.

2. REFERENCE FINISH FLOOR ELEVATION = 100' - 0" (USGS = PER CIVIL)

3. REFERENCE MECHANICAL DRAWINGS & CONTRACTOR FOR FINAL EQUIPMENT & OPENING SIZES & LOCATIONS.

4. EXISTING STRUCTURE SIZES, ELEVATIONS, AND LOCATIONS MUST BE FIELD VERIFIED.

5. CORNERS OF NEW OPENINGS IN EXISTING CONCRETE SLAB MUST BE CORE DRILLED.

6. ALL NEW STEEL THIS SHEET MUST BE HOT-DIP GALVANIZED.

SCALE: 3/4" = 1'-0"SF102

3 SECTION

Revisions: Date:

SCALE: 3/4" = 1'-0"SF102

4 NEW OPENINIG IN EXISTING SLAB

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

N

NORTH ARROW

LED WALL MOUNTED LIGHT FIXTURE

LED SURFACE MOUNTED LIGHT FIXTURE

LED SURFACE MOUNTED LIGHT FIXTURE

LED RECESSED LIGHT FIXTURE

HVAC RETURN AIR GRILLE

HVAC SUPPLY DIFFUSER

PENDANT LIGHT

ACCESS PANEL

EXIT LIGHTING

S

D

SPEAKER

SMOKE DETECTOR

LED RECESSED LIGHT FIXTURE

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND FOR MORE

INFORMATION

EXTENT OF REVISION

REVISION SET

MECH/ELEC ITEMS: REFER TO MEP SHEETS AS APPLICABLE

PROJECT BOUNDARY

BEYOND PROJECT BOUNDARY, NIC

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ANT ANTENNA

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ATCH ATTACHMENT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BEV BEVEL

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM OR BENCHMARK

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL OR CHANNEL CELSIUS

C CONC CAST CONCRETE

C TO C CENTER TO CENTER

CAB CABINET

CB CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CLEANOUT

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST CONCRETE STONE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEG NEGATIVE

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OR OUTSIDE DIMENSION

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER INSTALLED

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE RADIUS

ORD ORDNANCE OR OVERFLOW ROOF DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR PORTLAND CEMENT

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION OR REFRIGERATION

REFRACTORY

REG REGISTER

REINF REINFORCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

W/ WITH

W/O WITHOUT

WARR WARRANTY

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WC WL HNG WATER CLOSET, WALL HUNG

WCHR WATER CHILLER

WCL WL MTD WATER COOLER, WALL HUNG

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WFAB WALL FABRIC

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WH WATER HEATER

WHSE WAREHOUSE

WLD WELDED

WM WIRE MESH

WP WATERPROOFING

WPD WATER PRESSURE DROP

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

YD YARD

YR YEAR

1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

2. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

3. DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER’S REPRESENTATIVE/COR.

CONTRACTOR SHALL PROVIDE THE HIGHER GRADE OF QUALITY AND/OR GREATER

QUANTITY OF WORK WHEN BIDDING IF A CLARIFICATION CAN NOT BE OBTAINED BY

THE BID DUE DATE.

4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH

OWNER’S REPRESENTATIVE/COR AND VARIOUS FACILITY PERSONNEL INVOLVED

WITH UTILITY SHUT DOWN, INFECTION CONTROLS, OCCUPANT/EMPLOYEE SAFETY,

ACCESS CONTROL, ETC.

5. ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, THE FULL SCOPE OF THE PROJECT

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

6. DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH

THE PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS

AND THE SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS,

ROUGH-IN DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION

REQUIREMENTS.

7. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE

FOR THE COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE OF WORK

THEY PROVIDE. SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR FULL SCOPE OF

WORK WITHIN THE CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO ONLY

CERTAIN SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

8. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

9. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING

AND MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. APPROVED

METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

10. MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS SHOW

INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING

AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND

STRUCTURAL DETAILING OF SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND OWNER’S REPRESENTATIVE/COR OF ANY DISCREPANCIES OR

MISSING DIMENSIONS.

12. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

13. THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

14. ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS, FACE OF NEW

STRUCTURAL MEMBERS, FACE OF NEW MASONRY, FACE OF NEW STUDS OR COLUMN

GRID LINES UNLESS NOTED OTHERWISE.

15. FLOOR ELEVATION 100’-0” IS EQUAL TO THE FINISH FLOOR SLAB OF THE EXISTING

SLAB FLOOR CONSTRUCTION UNLESS OTHERWISE NOTED.

16. ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

17. CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE

DETAIL, AREA, OR ITEM REFERENCED.

18. PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

19. INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

20. FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

21. ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

22. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO

UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE

OWNER.

24. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

25. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT

CONSTRUCTION, FINISHES, EQUIPMENT, AND TRAVEL ROUTE TO AND FROM THE

CONSTRUCTION SITE. ANY DAMAGE OR UNACCEPTABLE WEAR BY THE

CONSTRUCTION TEAM SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO

COST TO THE OWNER.

26. IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE COR, SHALL BE PROVIDED.

27. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND…