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This federal solicitation is for replacement of two air handling units at the Louis Stokes Cleveland VA Medical Center in Ohio. The project scope includes replacing Air Handling Units 17 and 18, which serve floors two through six of the main medical center, along with associated ductwork and mechanical systems. The project budget is between $5-10 million and must be completed within 665 calendar days of the notice to proceed. The solicitation will be set aside exclusively for service-disabled veteran-owned small businesses, which must meet size standards under NAICS code 238220. Bidders are directed to register on relevant websites and the solicitation will be posted on FBO.gov in January 2020, with a site visit and approximately 30 days for bid submission. Questions must be submitted in writing by a specified deadline.

36C25019B0060 0001 DRAWINGS - PACKAGE 1.pdf

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Text version

N

EAST BLVD.

E

S

T

E A

S T

B L V

D

MAGNOLIA DR.

H A

Z E

L D

R

E . 1

S

T

MT. SINAI DR.

M A R

TIN

LU

TH

ER

KIN

G D

R

Drawing Title

Approved: Division Chief

Location

Project Title Date

Checked Drawn DRAWING NO.Building Number

Project No.

Office of

Facilities

Management

Dwg. of o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

VA FORM 08-6231, OCT 1978 1

2 3 4 5 6 7 8 9

A

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

A B

C D

E F

FACILITY MANAGER

DATE

SHOP FOREMAN 138

APPROVALS

CHIEF Planning and Construction

DATE

CHIEF, Occupational Health & Safety

APPROVALS

DIRECTOR 00

DATE

ASSOCIATE DIRECTOR 00A (B)

APPROVALS

Approved: Service Director

CHIEF, IRMCHIEF, ENGINEERING 138

DEPARTMENT OF VETERANS AFFAIRS MEDICAL CENTER - WADE PARK

10701 EAST BLVD. CLEVELAND, OH. 44106

PROJECT NO.

Veterans Administration Medical Center

Fredrick, Fredrick & Heller Engineers, Inc.

672 East Royalton Road Broadview Heights, Ohio 44147

PROJECT DESCRIPTION: Replacement of AC-17 and

AC-18

PROJECT AREA: 7,722 sf

DESIGN CODES:

VAMC Design Guide 2018 Life Safety Code, 2018 IBC

2017 VA HVAC Design Manual

OCCUPANCY,USE GROUP:

Health Care, I-2

FIRE SUPPRESSION: Fully Sprinklered

TRAVEL DISTANCE: (LSC 18.2.6)

Room remote point to Exit: 200'

(LSC 18.2.6.2.1)

Suite remote point to Exit Access Door: 200'

(LSC 18.2.5.7.3.4)

Suite remote point to Exit: 200'

(LSC 18.2.5.7.3.4)

TYPE OF CONSTRUCTION: (LSC A.8.2.1.2)

Type 1 - 332, 1B

EXTERIOR BEARING WALLS: (LSC A.8.2.1.2)

3 Hours

INTERIOR BEARING WALLS: (LSC A.8.2.1.2)

3 Hours

STRUCTURAL FRAME / COLUMNS: (LSC A.8.2.1.2)

3 Hours (Supporting more than 1 floor)

FLOOR - CEILING ASSEMBLIES: (LSC A.8.2.1.2)

2 Hours

ROOF - CEILING ASSEMBLIES: (LSC A.8.2.1.2)

1 1/2 Hours

INTERIOR NONBEARING WALLS: (LSC A.8.2.1.2)

0 Hour

EXTERIOR NONBEARING WALLS: (LSC A.8.2.1.2)

0 Hour

EXIT ENCLOSURES (LSC 7.1.3.2.1)

Existing: 1 Hour New: 2 Hours

SHAFT ENCLOSURES (LSC 8.6.5)

4 Stories or more: 2 Hours Less than 4 stories: 1 Hour

SMOKE BARRIERS: (LSC 18.3.7.3)

1 Hour

EXIT ACCESS CORRIDORS: (LSC 18.3.6.2)

0 Hour, Smoke Partitions

SUITE WALLS: (LSC 18.2.5.7.1.2)

0 Hour, Smoke Partitions

HAZARDOUS AREA PROTECTION (LSC 18.3.2.1)

Labs, non-severe hazard materials: 0 Hour Labs, severe hazard materials: 1 Hour Soiled linen rooms: 1 Hour Storage room larger than 100 sf: 1 Hour

CODE INFORMATION DRAWING INDEX

1X.1 COVER SHEET

1X.2 PHASING PLAN

ARCHITECTURAL

A-2MB PARTIAL 2ND FLOOR TEMPORARY PARTITION PLAN

A-3MB PARTIAL 3RD FLOOR TEMPORARY PARTITION PLAN

A-4MB PARTIAL 4TH FLOOR TEMPORARY PARTITION PLAN

A-5MB PARTIAL 5TH FLOOR TEMPORARY PARTITION PLAN

A-6MB PARTIAL 6TH FLOOR TEMPORARY PARTITION PLAN

STRUCTURAL

S-1 GENERAL NOTES & SPECIAL INSPECTIONS

S-2 FRAMING PLANS

S-3 TYPICAL DETIALS AND SECTIONS

FIRE PROTECTION

F0.1 FIRE PROTECTION LEGEND AND GENERAL NOTES

F-7MB PARTIAL 7TH FLOOR PENTHOUSE FIRE PROTECTION PLAN

PLUMBING

P0.1 PLUMBING LEGEND, GENERAL NOTES AND DETAILS

1-PD-7MB PARTIAL 7TH FLOOR PENTHOUSE PLUMBING DEMOLITION PLAN - PHASE 1

3-P-6MB PARTIAL 6TH FLOOR PLUMBING PLANS - PHASE 3

3-P-7MB PARTIAL 7TH FLOOR PENTHOUSE PLUMBING PLANS - PHASE 3

HEATING, VENTILATING, AND AIR CONDITIONING

M0.1 MECHANICAL LEGEND AND GENERAL NOTES

M0.2 AIR HANDLING UNIT SCHEDULE - AHU-17

M0.3 AIR HANDLING UNIT SCHEDULE - AHU-18

M0.4 AIR HANDLING UNIT SCHEDULE - AHU-19

M0.5 MECHANICAL SCHEDULE

M0.6 MECHANICAL DETAILS

M0.7 MECHANICAL DETAILS

M0.8 MECHANICAL DETAILS

M0.9 MECHANICAL DETAILS

M0.10 MECHANICAL CONTROLS

M0.11 CONTROL DIAGRAM - AHU-17

M0.12 CONTROL DIAGRAM - AHU-18

M0.13 CONTROL DIAGRAM - AHU-19

M0.14 CONTROL NETWORK DIAGRAM AND CONTROL SYSTEM NOTES

M0.15 AIR HANDLING UNIT RIGGING PLAN

M0.16 OVERALL DUCTWORK PLAN

M0.17 OVERALL HVAC PIPING PLAN

M0.18 AHU-19 SECTIONS AND VIEWS

M0.19 AHU-18 SECTIONS AND VIEWS

M0.20 AHU-17 SECTIONS AND VIEWS

M0.21 EXISTING ANTENNA TOWER DEMOLITION PLAN

M0.22 BMS GRAPHICS

M0.23 BMS GRAPHICS 7TH FLOOR PENTHOUSE PLAN

MD-2MB PARTIAL SECOND FLOOR MAIN BUILDING DUCTWORK DEMOLITION PLAN

M-2MB PARTIAL SECOND FLOOR MAIN BUILDING DUCTWORK PLAN

M-3MB PARTIAL THIRD FLOOR MAIN BUILDING DUCTWORK PLAN

MD-4MB PARTIAL FOURTH FLOOR MAIN BUILDING DUCTWORK DEMOLITION PLAN

M-4MB PARTIAL FOURTH FLOOR MAIN BUILDING DUCTWORK PLAN

MD-5MB PARTIAL FIFTH FLOOR MAIN BUILDING DUCTWORK DEMOLITION PLAN

M-5MB PARTIAL FIFTH FLOOR MAIN BUILDING DUCTWORK PLAN

MD-6MB PARTIAL SIXTH FLOOR MAIN BUILDING DUCTWORK DEMOLITION PLAN

M-6MB PARTIAL SIXTH FLOOR MAIN BUILDING DUCTWORK PLAN

1-MD-7MB PARTIAL SEVENTH FLOOR PENTHOUSE DUCTWORK DEMOLITION PLAN - PHASE 1

1-M-7MB PARTIAL SEVENTH FLOOR PENTHOUSE DUCTWORK PLAN - PHASE 1

1-M-RMB PARTIAL SEVENTH FLOOR PENTHOUSE ROOF DUCTWORK PLAN - PHASE 1

1-MPD-7MB PARTIAL SEVENTH FLOOR PENTHOUSE HVAC PIPING DEMOLITION PLAN - PHASE 1

1-MP-7MB PARTIAL SEVENTH FLOOR PENTHOUSE HVAC PIPING PLAN - PHASE 1

2-MD-7MB PARTIAL SEVENTH FLOOR PENTHOUSE DUCTWORK DEMOLITION PLAN - PHASE 2

2-M-7MB PARTIAL SEVENTH FLOOR PENTHOUSE DUCTWORK PLAN - PHASE 2

2-MD-RMB PARTIAL SEVENTH FLOOR PENTHOUSE ROOF DUCTWORK DEMOLITION PLAN - PHASE 2

2-M-RMB PARTIAL SEVENTH FLOOR PENTHOUSE ROOF DUCTWORK PLAN - PHASE 2

2-MPD-7MB PARTIAL SEVENTH FLOOR PENTHOUSE HVAC PIPING DEMOLITION PLAN - PHASE 2

2-MP-7MB PARTIAL SEVENTH FLOOR PENTHOUSE HVAC PIPING PLAN - PHASE 2

U.S. GOVERNMENT PRINTING OFFICE: 1983-400-285

SITE PLAN

Eng. job no. 19002

Barber, & Hoffman, Inc.

1100 West 9th Street, Cleveland, Ohio 44113

BID ISSUE

08/09/2019

3-MD-7MB PARTIAL SEVENTH FLOOR PENTHOUSE DUCTWORK DEMOLITION PLAN - PHASE 3

3-M-7MB PARTIAL SEVENTH FLOOR PENTHOUSE DUCTWORK PLAN - PHASE 3

3-M-RMB PARTIAL SEVENTH FLOOR PENTHOUSE ROOF DUCTWORK PLAN - PHASE 3

3-MPD-7MB PARTIAL SEVENTH FLOOR PENTHOUSE HVAC PIPING DEMOLITION PLAN - PHASE 3

3-MP-7MB PARTIAL SEVENTH FLOOR PENTHOUSE HVAC PIPING PLAN - PHASE 3

4-MD-7MB PARTIAL SEVENTH FLOOR PENTHOUSE DUCTWORK DEMOLITION PLAN - PHASE 4

4-M-7MB PARTIAL SEVENTH FLOOR PENTHOUSE DUCTWORK PLAN - PHASE 4

4-MD-RMB PARTIAL SEVENTH FLOOR PENTHOUSE ROOF DUCTWORK DEMOLITION PLAN - PHASE 4

4-M-RMB PARTIAL SEVENTH FLOOR PENTHOUSE ROOF DUCTWORK PLAN - PHASE 4

4-MPD-7MB PARTIAL SEVENTH FLOOR PENTHOUSE HVAC PIPING DEMOLITION PLAN - PHASE 4

4-MP-7MB PARTIAL SEVENTH FLOOR PENTHOUSE HVAC PIPING PLAN - PHASE 4

ELECTRICAL

E0.1 ELECTRICAL LEGEND AND DETAILS

E0.2 ELECTRICAL ONE-LINE LEGEND, SCHEDULES, AND PHASING NOTES

E0.3 ELECTRICAL ONE-LINE DIAGRAM

E0.4 ELECTRICAL PANELBOARD SCHEDULES AND LOAD CALCULATIONS

E0.5 ELECTRICAL DETAILS

1-E-7MB 7TH FLOOR ELECTRICAL KEY PLAN

2-E-7MB ENLARGED AIR-HANDLING UNIT MECHANICAL CONNECTIONS PLANS

3-E-7MB 7TH FLOOR LIGHTING, POWER, AND TECHNOLOGY PLAN

REPLACEMENT OF

AHU-17 & AHU-18

541-18-104

JXCDAD

COVER SHEET

1X.1

541-18-104

08/09/2019

REPLACEMENT OF AHU-17 & AHU-18

10701 East Boulevard, Cleveland, OH 44106

NON-ADHERED

STEEL GRATING

WALK PANELS

STAIR 25

PFS6

AC-61

AC-62

AC-64

747'-8"

747'-8"

747'-8"

747'-8"

747'-8"

747'-8" 747'-8"

752'-8"

752'-8"

747'-8"

~751'-2"

~751'-2"

752'-8"

752'-8"

752'-8"

747'-8"

747'-8"

FE C

FE C

F.E .

P 106

JJ

KK

LL

21 23

K1K1

K2K2

H1H1

Z3 Z3

PHASE 1 PHASE 2PHASE 4

JJ

KK

LL

21 23

K1K1

K2K2

H1H1

Z3 Z3

PHASE 1PHASE 3 PHASE 2PHASE 4

7TH FLOOR PENTHOUSE

E-65042

DAVID A.

DEMAGAL

L

G N

S S

A

ION EL

T

F E

GE

P R O

R

SI NRE I

E E R

D

E

AT

S

ET

O

OI

HO

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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

MEPT ENGINEER:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL ENGINEER:

REPLACEMENT OF

AHU-17 & AHU-18

VAMC - WADE PARK

BARBER & HOFFMAN, INC.

2217 EAST 9TH STREET, SUITE 350

CLEVELAND, OH 4115-1257

PHONE: (216)-875-0100

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

PHONE: (440)-546-9696

541-18-104

19002

Z M y D o c u m e n ts

\1

F

F H

C F

R jc a rt e r.

rv t

/8

/2

:3

:0

P M

1X.2

PHASING PLAN

JXCDAD08/09/2019

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0"

PARTIAL SEVENTH FLOOR PENTHOUSE PHASING

PLAN 1N

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0"

PARTIAL SEVENTH FLOOR PENTHOUSE ROOF

PHASING PLAN

2N

Revisions: Date:

BID ISSUE 08/09/2019

CONSTRUCTION DURATION:

PRE-CONSTRUCTION

1. CONSTRUCTION START-UP

2. SUBMITTALS (AHU, AHU CONTROLS, STRUCTURAL STEEL,

ELECTRICAL GEARS, MEP COORDINATION DRAWINGS, ETC.)

PHASE 1

1.1 AHU-19 STRUCTURAL STEEL FABRICATION

MISCELLANEOUS WORK ON FLOORS 2,3,4,5 & 6 SHALL BE

COMPLETED DURING PHASE 1. WORK ON THESE OCCUPIED

FLOORS SHALL BE COMPLETED IN ONE AREA AT A TIME TO

MINIMIZE IMPACT TO HOSPITAL.

*1.2 RIG AHU-19

*1.3 AHU-19 MEP

1.3A. COMPLETE INSTALLATION OF AHU-19

1.3B. ROUTE DUCTWORK TO EAST SUPPLY SHAFT CURRENTLY

SERVED BY EXISTING AIR HANDLING UNIT AC-18.

*1.4CONTROLS AHU-19

*1.5START-UP OF AHU-19

GAP MONTH (PLANNING)

PHASE 2

2.1. REMOVAL OF AC-18

*2.2. RIG OF AC-18

*2.3. AHU-18 MEP

2.3A. COMPLETE INSTALLATION OF AHU-18

*2.4 CONTROL AHU-18

*2.5 START-UP

PHASE 3

3.1 ROUTE DUCTWORK TO WEST SUPPLY SHAFT CURRENTLY

SERVED BY EXISTING AIR HANDLING UNIT AC-17.

GAP MONTH (PLANING)

PHASE 4

4.1 REMOVAL OF AC-17

*4.2 RIG AHU-17

*4.3 AHU-17 MEP

4.3.A COMPLETE INSTALLATION OF AHU-17.

*4.4 CONTROLS AHU-17

*4.5 START UP OF AHU-17

PRE-CONSTRUCTION - TOTAL 8 WEEKS

1. 4 WEEKS

2. 4 WEEKS

PHASE 1 - TOTAL 44 WEEKS

1.1 30 WEEKS

1.2 1 WEEK

1.3 6 WEEK

1.4 4 WEEKS

1.5 3 WEEKS

GAP MONTH (PLANNING) - TOTAL 4 WEEKS

PHASE 2 - TOTAL 16 WEEKS

2.1. 2 WEEKS

2.2. 1 WEEK

2.3. 6 WEEKS

2.4 4 WEEKS

2.5 3 WEEKS

PHASE 3 - TOTAL 3 WEEKS

3.1 3 WEEKS

GAP MONTH (PLANING) - TOTAL 4 WEEKS

PHASE 4 - TOTAL 16

4.1 2 WEEKS

4.2 1 WEEK

4.3 6 WEEKS

4.4 4 WEEKS

4.5 3 WEEKS

*TOTAL COMMISSIONING DURATION 42 WEEKS

TOTAL CONSTRUCTION DURATION 95 WEEKS

CONSTRUCTION PHASING OVERVIEW:

PHASE 1

1. INSTALL AHU-19 IN COURTYARD AREA OF PENTHOUSE.

2. EXTEND THE FOLLOWING UTILITIES AND NEW SYSTEMS TO AHU-19

A. ELECTRICAL POWER

B. FIRE ALARM

C. TEMPERATURE CONTROLS

D. CHILLED WATER

E. STEAM

F. STEAM CONDENSATE

G. CONDENSATE DRAIN LINES

H. RETURN AIR DUCTWORK

3. TIE AHU-19 SA DUCTWORK INTO TOP OF AHU-18 SHAFT, 3 PLACES.

4. STARTUP, TEST AND COMMISSION AHU-19 PRIOR TO TAKING AHU-18 OFF-LINE.

PHASE 2

1. DEMO AHU-18.

2. INSTALL NEW AHU-18.

3. EXTEND AND TIE IN ALL UTILITIES AND NEW SYSTEMS TO AHU-18.

4. REMOVE SECTION OF DUCTWORK IN SUPPLY AIR PLENUM AT SHAFTS.

5. START-UP, TEST, AND COMMISSION AHU-18.

6. TEMPORARY SHUTDOWN OF AHU-19.

PHASE 3

1. EXTEND SA DUCTWORK FROM AHU-19 INTO THE TOP OF AHU-17 SUPPLY AIR SHAFT, 3 PLACES.

PHASE 4

1. DEMO AHU-17.

2. INSTALL NEW AHU-17.

3. EXTEND AND TIE IN ALL UTILITIES AND NEW SYSTEMS TO AHU-17.

4. REMOVE SECTION OF DUCTWORK IN SUPPLY AIR PLENUM AT SHAFTS.

5. START-UP, TEST, AND COMMISSION AHU-17.

6. TEMPORARY SHUTDOWN OF AHU-19.

NOT TO SCALE

SEVENTH FLOOR PENTHOUSE

N

X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

X

X

X X

X

X X

X X

X

X X

X X

X X

X

X

C R A S H C R A S H

NI C NI C

STAIR 1

2ACS1

STAIR 2

2ACS2

STAIR 3

2ACS3

STAIR 4

2ACS4

STAIR 9

2BS4

STAIR 10

2BS3

STAIR 8

2CS2

STAIR 7

2CS3

STAIR 14

2DS1

STAIR 15

2DS2

STAIR 19

2ES1

STAIR 18

2ES2

STAIR 17

2DS3

STAIR 21

2FS3

STAIR 24

2FS4

STAIR 20

2FS5

STAIR 25

2FS6

STAIR 26

2FS7

STAIR 27

2FS8

A

A B C D E

F

G

HIJK

L

2D258

2B4472B447

2B330

2C327

2C230

4"� CHWR

4"� CHWS

H P S

6" HTWS

6" HTWR

12" CHWR

2 1/2"� LPS

2 1/2"� LPR

C H W

R

4"� CHWS

H P S

3"� MPS 2"� MPS

/3

44"�

EF-60

EF-61

CTE

STEAM BUCKET TRAP

(TYP.)

/3 O

A

72/72 EA LOUVER

H -1

24" DEEP PLENUM

48/72 OA LOUVER

(TYP 2)

48/72 EA

LOUVER

FLEX

CONN.

(TYP)

CTE

48/72 EA LOUVER

CONNECT TO

UNIT PIPING

CONNECTIONS (TYP)

ETR

ETR

ETR

CTE (TYP 2)

24" DEEP

PLENUMINTERLOCK MOD

W/ PENTHOUSE

EXHAUST FANS

ETR

ETR

ETR

(TYP)

CTE

ETR

ELEVATOR

D

OW

N

4R

O V

O V

O V

O V OV

OV OV

683'-11 3/8" 683'-11 3/8"

679'-7 7/8"

T/P 682'-9"T/P 680'-6"

T/S 671'-6"

T/P 676'-9 3/4"

T/P 676'-9 3/4"

T/P 682'-9" T/P 682'-9"

679'-5 3/8"

679'-5 3/8"

T/C 680'-6"

T/P 676'-2 1/2"

T/P 676'-2 1/2"

T/P 676'-2 1/2"

T/P 676'-2 1/2"

T/P 676'-2 1/2"

T/P 676'-2 1/2"

T/P 676'-2 1/2"

T/P 676'-2 1/2"

PAVEMENT 663'-0"

T/P 667'-4"T/P 667'-4"

T/P 666'-10"

667'-0"

T/P 681'-4"

T/P 681'-4" T/P 681'-4"

T/P 681'-4"

T/P 676'-2 1/2"

T/P 676'-2 1/2"

T/P 676'-2 1/2"

T/P 676'-2 1/2"

T/P 676'-2 1/2" T/P 680'-8" T/P 680'-8"

679'-5 3/8"

679'-5 3/8"

679'-5 3/8"

679'-5 3/8"

679'-5 3/8"

679'-5 3/8"

679'-5 3/8"

679'-5 3/8"

679'-5 3/8"

679'-5 3/8"

679'-5 3/8"

679'-5 3/8"

679'-5 3/8"

679'-5 3/8"679'-5 3/8"

679'-5 3/8"

681'-0"

681'-0"

681'-0"

681'-0"

681'-0"

679'-10 1/2"

679'-10 1/2"

679'-10 1/2"

679'-5 3/8"

679'-10 7/8"

T/P 682'-9 3/8"

T/P 682'-9 3/8"

T/P 682'-9 3/8"

T/P 682'-9 3/8"

T/P 682'-9 3/8"

T/P 682'-9 3/8"

T/P 682'-9 3/8"

679'-10 7/8"

T/P 680'-4 1/4"

T/P 680'-4 1/4"

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

679'-5 3/8" 683'-11 7/8"

683'-11 7/8"

T/S 679'-5 3/8" T/S 679'-5 3/8"

T/S 679'-5 3/8" T/S 681'-0"

T/S 679'-5 3/8"

679'-5 3/8"

679'-5 3/8"

T/P 685'-8"

T/P 685'-8"

T/P 685'-8"

T/P 685'-8"

T/P 685'-8"

T/P 685'-8"

T/P 680'-4 1/4"

T/P 680'-4 1/4"

T/P 680'-4 1/4"

T/P 680'-4 1/4"

T/P 680'-4 1/4"

T/P 680'-4 1/4"

681'-0"

676'-2" 676'-2"

676'-2"

677'-3"

679'-5 3/8"

679'-5 3/8"

679'-5 3/8"

T/C 680'-6"

T/C 680'-6"

T/C 680'-6"

679'-5 3/8"

679'-5 3/8"

T/C 680'-6"

T/C 680'-6"

2B200C

2B200B

2B200E

B

F

B

D

2B200A

K200

2A197

2B147

2B320

2FC01C

2FC01

2FC08

2FC02

2FC03

2FC04

2FC05

2FC06

2C323A

2C326J

2A199A

2A100N

2A100M

2A100L

2A100K

2A100H 2A100J

2A100E

2A100F 2A100C

2A100D

2A100B

K200A

K200B

K200C

K200D

2A100A

2A100G

2D100H

2D100J 2D100K

2D100L

2D100M

2D100N

2D100T

2D100G

2B100A

2B100B

2B480A

2C100A

2C100B

2C100C

2C100D

2C100E

2C100F

2C100G

2C100H

2E480A

2E400B

2F500A

2C1402C157

2500A

2500B

2500C

2500D

2500E 2500F

2500G

2500H2500J

2C280

2D250

2E300B

2E300C

2E300D

2E300E

2E300G

2E300F 2E300A

2E300H 2E300J

2D100B

2F180A

2F179A

2F178A

2F177A

2F176A

2F175A

2F174A

2F173A

2F172A

2F171A

2F170A

2F102A

2F104A

2F105A

2F106A

2F107A

2F108A

2F109A

2F110A

2F111A

2F112A

2F113A

2F114A

2F139A

2F138A

2F137A

2F136A

2F135A

2F134A

2F133A

2F131A

2B133A 2B135A

2D139A

2E314A

2E321A

2E322A

2E323A

2E325A

2E327A

2E330A

2E333A

2E336A

2E339A

2E349A

2E351A

2E352A

2E362A 2E366A 2E367A

2E370A2E368A

FEC

W

V

U

T

S

FI SH TAN K

UP

DN

DN

UP

UP

DN

SE1 SE2

PE3 PE4 PE5 PE6

PE7 PE8

STAIR S2

STAIR S3

STAIR S1

S1

S2

S3

P1 P2 P3

7 8 9 10

121314

STAIR 5

STAIR 6

STAIR 3

STAIR 2

STAIR 1

STAIR 2

STAIR 4

STAIR

STAIR 2

STAIR 9

STAIR 8

STAIR

STAIR D

STAIR A

STAIR B

STAIR C

AHU-W-1-2

AHU-W-1-3

AHU-W-1-1 AHU-W-0-2 AHU-W-0-1

OR 7

OR 1 OR 2 OR 3

OR 4

OR 5

OR 6

OR 8

A B C D E F

11 12

AC-14

AC-56

AC-57

CHAPEL

CANTEEN RETAIL/

REC HALL

GENERAL

OFFICES/

MEDICAL

LIBRARY/

CONNECTIVITY/

SOCIAL

WORK/

CREDIT

UNION

MORGUE/

PATHOLOGY

RESEARCH

2F180

2F179

2FC01A

2F190

2F191 2F192

2FC01B

2F178

2F177

2FELC1

2F210

2F176

2F200

2F200A 2F175

2F174

2F173

2F172

2F171

2F208

2F207 2FLVC1

2FLVC2

2F209

2F201

2F206 2F206A

2FC04C

2F203 2F170

2F102

2F104

2F103

2F105

2F106

2F107

2F108

2F109

2F202

2F110

2F111

2F112

2F113

2F114

2F2042F205

2F204A2FC04A

2FC05A

2F155

2F154

2F153 2F152

2F151 2F150

2FC07

2F143

2F142

2F141

2F140

2F139

2F138

2F137

2F136

2F135

2F134

2F133

2F132

2F131

2F1302FELC2

2FC02A

2F501A

2F501B

2B133

2B134

2B135

K205

K205B K203A

K205A K207

K207A

K210 K212

K211 K213 K214K208 K209

K206A K211A

K206

K204

K201 K203

K202 K216A K201A

K216 K215

K218

K215A K217A

K217

K218A

K223

K224

K219

K220A

K219A

K220

K222

2D100

2D100A 2C131 2C130

2C129

2C126

2C125

2C124

2C123

2C112 2C111 2C111A

2C110

2C109

2C107

2C106

2C104

2C103

2C102

2C101

2C122

2C120 2C119

2C113

2C114

2C116

2C118

2C108

2C105

2C117

2C115

2C115A

2C133

2C134

2C100

2C133A

2C133B 2C135 2B122 2B123 2B124 2B125

2B127

2B128

2B129

2B130

2B131

2B132 2B136

2B137

2B138

2B139

2B140

2B141

2B142 2B144 2B145

2B143

2B150

2B148

2B149

2B146

2A102 2A103

2A104

2A105

2A106

2A107

2A108

2A109

2B211 2B209 2B207 2B206 2B204 2B203

2B210 2B205

2B202

2B215 2B216 2B219

2B220 2B221 2B222

2B217 2B218

2501 2502 2503 2504

2C155 2C153 2C152 2C150

2C149

2C148 2C146

2C151

2C170

2C171

2C145

2C147 2C144

2C143

2D180 2D181 2D182

2D183 2D184 2D185 2D186 2D187

2D179

2D178

2D177

2D176

2D175

2523 2522 2521

2514A

2508A

2063 2064 2065

2C145B 2C145A

2B121

2C141

2C142

2057 2054

2D172 2D170 2D168 2D167 2D165 2D164

2D174 2D171 2D169 2D166

2D179A 2D186A

2D188

2D189

2D195

2D194

2D193

2D192A

2D192B

2D163

2D192

2D192D

2D192C

2D196 2D162

2D1972D161

2D1982D160

2D159

2D146

2D145

2D139

2D144

2D140

2D143

2D142

2D141

2B120 2B119

2B121A

2A110

2A139

2A141

2A143

2A157

2A158

2A170

2A172

2A174 2A175

2A176

2A178

2A180

2A182

2A184

2A186

2A187

2A190

2A118

2A119

2A120

2A121

2A122

2A123

2A152

2A151

2A150

2A149

2A148

2A147

2A117

2A116

2A115

2A114

2A113 2A111

2A112 2A128

2A130 2A127

2A126

2A125

2A124

2A134

2A136

2A138

2A132

2A133

2A135

2A137

2A146

2A192

2A131H 2A131G

2A145

2A142

2A140

2A194

2A131D

2A131E

2A131F

2A131L

2A131K

2A131J

2A131A

2A131B

2A131C

2A185

2A183

2A181

2A179

2A177

2A173

2A188

2A165

2A166

2A167

2A168 2A169

2A171

2A153

2A154 2A155

2A156

2A163

2A162

2A161

2A160

2A159

2A170A 2A156A

2B212

2B213

2B214

2B201

2B200

2B225

2B224

2B223

2B208

2B310 2B332

2B332A

2B321

2B322 2B322A

2B323

2B324

2B325D

2B325

2B325E

2B325C 2B325F

2B325B 2B325G

2B325A 2B325H

2B325J

2B333A2B333B

2B336

2B334

2B335

2B338

2B337

2B339

2B333C2B333D

2B501

2B502

K206B

K212A

K213A

K214A

K215B

K221

K225

2FS1

2FS2

2FS3

2FC04B

2A101

2A131I

2A144

2A164

2A189

2A129

2A195

2A191

2A193

2A196

2A198

2A199

2B126

2C114A

2C121

2C122A

2C144A2C147A

2C154

2517A

2537A

2D191

2D190

2D166A2D1732D174A

2052A

2064A 2065A

2C328

2C330A

2C327

2C326

2C322

2C321

2C324

2C325

2C202

2C323

2C224

2C235

2C230A 2C233

2C2322C231

2529A

2529B

2530A 2530B

2A131

2A199B

2A199C

2F501D

2F501C

2B480 2E480

2C156

2F620

2F621

2D270

2D275 2D265

2D266

2D265A

2D262

2D261

2D263

2D260J

2D260

2D264

2D275A

2D260G 2D260H

2D275B

2D275C

2D257A

2D257D

2D257B2D257C

2D255B

2D255C

2D255A 2D255D

2D255E

2D258

2D251

2D251A

2D250C

2D250A

2D250B

2D253

2D120

2D121 2D122

2D131

2D132 2D134

2D130B

2D133

2D124

2D130A

2D135

2D127C

2D127B

2D127A

2D110

2D111

2D112

2D113

2D114 2D115

2D116

2D117

2D101

2D123

2D118

2B333E

2B336A 2B336B

2D119

2D125 2D126

2D130

2D256

2B413

2B412

B

2B411

2B4152B4142B4202B421

2B4182B419

2B4162B4172B4232B422

2B431 2B432

2B4342B433

2B435 2B462 2B461A

2B461

2B460 2B438

2B437

2B436

B

2B440 2B439

B

2B441

2B442

2B456

2B457

2B443

2B455

2B444

2B445 2B446 2B447 2B448

2B449

2B450

2B451

B

2B452

2B453

2E314

2E315

2E320

2E321

2E322

2E323

2E324

2E324A

2E324B

2E324C

2E324D

2E325

2E326

2E327

2E328

2E329

2E330 2E333

2E3362E339

2E341

2E342

2E343

2E344

2E344A

2E344B

2E344C 2E344D

2E344E

2E344F

2E345

2E346

2E347

2E348

2E349

2E350

2E351

2E352

2E353

2E354

2E360

2E313

2E312

2E311

2E310

2E316 2E316A

2E316B

2E316C

2E369

2E331

2E332

2E3342E335

2E337

2E338

2E340

2E365

2E361

2E363

2E362

2E364

2E366 2E367 2E368

2E370

JJ

KK

K1K1

K2K2

Z3 Z3

Nurse Station

2E316

Corridor-1

2E300B-1

Corridor

2E300A

Corridor

2E300J

Semi-Private-1

2E370-1

Toilet/ Shower-1

2E370A-1

Passage

2E316C

Meds-1

2E316A-1

Exam/ Treatment-1

2E313-1

Office-1

2E312-1

JJ

KK

LL

21 23

MM

K1K1

K2K2

Z3 Z3

Corridor-1

2C100A-1

Corridor-1

2051-1

Toilet-1

2065A-1

Female Lockers-1

2065-1

Corridor

2C400A

Fan Room-1

2C129-1

Corridor

2C100C

Corridor

2C400A

Viewing/Fellows-1

2C155-1

Corridor

2C157

Holding-1

2C153-1

MAIN ELEVATORS

MAIN BUILDING

CENTER

MAIN BUILDING

WEST

E-65042

DAVID A.

DEMAGAL

L

G N

S S

A

ION EL

T

F E

GE

P R O

R

SI NRE I

E E R

D

E

AT

S

ET

O

OI

HO

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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

MEPT ENGINEER:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL ENGINEER:

REPLACEMENT OF

AHU-17 & AHU-18

VAMC - WADE PARK

BARBER & HOFFMAN, INC.

2217 EAST 9TH STREET, SUITE 350

CLEVELAND, OH 4115-1257

PHONE: (216)-875-0100

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

PHONE: (440)-546-9696

541-18-104

19002

Z M y D o c u m e n ts

\1

F

F H

C F

R jc a rt e r.

rv t

/8

/2

:3

:1

P M

A-2MB

PARTIAL 2ND FLOOR TEMPORARY

PARTITION PLAN

JXCDAD08/09/2019

ICRA GENERAL NOTES:

THROUGHOUT CONSTRUCTION CONTRACTOR SHALL MAINTAIN TEMPORARY BARRIERS BETWEEN

ADJACENT OCCUPIED AREAS AND CONSTRUCTION SITE. WORK SHALL NOT START UNTIL TEMPORARY

PARTITIONS ARE COMPLETELY CONSTRUCTED AND SEALED PER ICRA REQUIREMENTS.

ONCE APPROVAL HAS BEEN GIVEN BY COR AND THE CONSTRUCTION PHASE IS COMPLETE,

CONTRACTOR SHALL REMOVE TEMPORARY PARTITION AND REPAIR ALL SURFACES DAMAGED DURING

INSTALLATION AND REMOVAL OF TEMPORARY PARTITIONS TO MATCH EXISTING.

CONTRACTOR SHALL COORDINATE EXACT LOCATION OF TEMPORARY PARTITION WITH EXISTING WALL

MOUNTED DEVICES AND EXISTING CEILING MOUNTED DEVICES.

TEMPORARY PARTITION SHALL BE CONSTRUCTED OF 5/8" GYP BOARD ON BOTH SIDES AND 3-5/8" METAL STUDS ON 24" CENTERS. TEMPORARY PARTITIONS SHALL BE CONSTRUCTED UP TO DECK AND

SEALED PER ICRA REQUIREMENTS. CONTRACTOR TO FRAME TEMPORARY PARTITION AROUND

EXISTING DUCTWORK, PIPING, ETC WHICH CONFLICT. PATCH EXISTING CEILING AT TEMPORARY

PARTITION.

GENERAL CONTRACTOR SHALL PROVIDE DUST REMOVING WALK OFF MAT AT EACH CONSTRUCTION

SITE ENTRANCE POINT.

GENERAL CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE AIR MACHINES TO PROVIDE

NEGATIVE PRESSURE RELATIONSHIP TO ADJACENT OCCUPIED SPACE AND ENSURING NO DUST

MIGRATES TO OCCUPIED AREAS. PROVIDE TEMPORARY DUCTWORK TO CONNECT NEGATIVE AIR

MACHINE INTO RETURN DUCTWORK.

GENERAL CONTRACTOR SHALL SUBMIT TEMPORARY CONSTRUCTION BARRIER LOCATIONS AROUND

CONSTRUCTION AREA TO COR FOR APPROVAL.

GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PLASTIC ZIPPER DOOR AT EACH EXISTING ROOM

DOOR ENTERING THE CONSTRUCTION AREA.

GENERAL CONTRACTOR SHALL COMPLETELY CLEAN CONSTRUCTION AREA PRIOR TO TURING SPACE

OVER TO THE OWNER.

1.

2.

3.

4.

5.

6.

7.

8.

9.

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0"

PARTIAL SECOND FLOOR TEMPORARY PARTITION

PLAN - WEST

1N

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0"

PARTIAL SECOND FLOOR TEMPORARY PARTITION

PLAN - SOUTH CENTER

2N

# CODED NOTES:

1 CONTRACTOR SHALL COMPLETE ALL WORK WITHIN CORRIDOR 2C100C DURING OFF HOURS AND ON THE WEEKEND. CONTRACTOR SHALL COORDINATE SHUTDOWNS WITH COR. SHUTDOWNS SHALL NOT AFFECT

DAILY OPERATIONS. ALL WORK SHALL BE COMPLETED WITHIN A HEPA TENT.

GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS AROUND CONSTRUCTION AREA TO

CONTAIN DUST.

NOT TO SCALE

SECOND FLOOR - KEY PLAN

N

Revisions: Date:

BID ISSUE 08/09/2019

STAIR 1

3ACS1

STAIR 3

2ACS3

STAIR 4

3ACS4

STAIR 10

3BS3

STAIR 8

3CS2

STAIR 14

3DS1

STAIR 15

3DS2

STAIR 19

3ES1

STAIR 18

3ES2

STAIR 21

3FS3

STAIR 24

3FS4

STAIR 25

3FS6

STAIR 26

3FS7

STAIR 27

3FS8

RO

O

F 3D

OPEN TO

BELOW

OPEN TO

BELOW

691'-2 3/4"

691'-2 3/4"

691'-2 3/4"

691'-2 3/4"

691'-2 3/4"

691'-2 3/4"

691'-2 3/4"

691'-2 3/4"

694'-4"

694'-4"

694'-4"

694'-4"

694'-4"

693'-9" 693'-9"

693'-2 1/2"

693'-2 1/2"

693'-2 1/2"

691'-2 3/4"

691'-2 3/4"

~692'- 3 3/4"691'-2 3/4"

691'-2 3/4" 691'-2 3/4"~692'- 3 3/4" 691'-2 3/4"

691'-2 3/4"

691'-2 3/4"

691'-2 3/4"

T/P 682'-9 3/8"

T/P 682'-9 3/8"

T/P 682'-9 3/8"

T/P 682'-9 3/8"

T/P 682'-9 3/8"

T/P 682'-9 3/8"

T/P 682'-9 3/8"

OPEN TO

BELOW

OPEN TO

BELOW

T/P 691'-10 1/8"T/P 691'-10 1/8"

OPEN TO

BELOW

OPEN TO

BELOW

T/S 691'-0"

T/S 691'-2 3/4"

T/S 691'-2 3/4"

T/ SLAB 690'-9 3/4"

T/ SLAB 691'-11 1/4"

691'-2 3/4"

T/ SLAB 690'-9 3/4"

T/ SLAB 690'-9 3/4"

T/ SLAB 690'-9 3/4"

T/ SLAB 690'-9 3/4"

696'-5 1/4"

696'-5 1/4"

696'-5 1/4"

696'-5 1/4"

696'-5 1/4"

696'-5 1/4"

696'-5 1/4"

705'-2 1/2"

705'-2 1/2"

705'-2 1/2"

T/P 680'-4 1/4"

T/P 680'-4 1/4"

T/P 685'-8"

T/P 685'-8"

T/P 685'-8"

T/P 685'-8"

T/P 685'-8"

T/P 680'-4 1/4"

T/P 680'-4 1/4"

T/P 680'-4 1/4"

T/P 680'-4 1/4"

T/P 680'-4 1/4"

T/P 680'-4 1/4"

OPEN TO

BELOW

OPEN TO

BELOW

3AC310

3AC313

3AC210

3AC270A

3AC250

3AC217

3AC229

3AC214

3AC241

3AC260

3AC312

3AC314

3AC343

3AC345

3AC353

3AC328

3AC281

3AC270

3FC013FC08

3FC03

3FC02

3FC04

3FC07

3FC05

3FC06

3B100B

3B100C

3B100D

3B100E

3B100F

3B100G

3B100H

3B100J

3B100K

3C100A

3C100B

3C100C

3A100A

3A100B

3A100C

3A100E

3A100F

3A100H

3A100G

3A100D

3A100J

3AC353

3AC354

3AC320

3AC211

UPDN

UP DN

DN

UP

STAIR S1

S1

S2

S3

P1 P2 P3

STAIR S2

STAIR S3

SE1 SE2

PE3 PE4 PE5 PE6

PE7 PE8

STAIR 6

STAIR 5

STAIR 3

STAIR 4 STAIR 9

STAIR 8

STAIR A

STAIR B

STAIR C

AC-34

AC-22

AC-25

3B134 3B132 3B130 3B128 3B126 3B124

3B136

3B138

3B140

3B142 3B144 3B146

3B133 3B131

3B129 3B127 3B1173B119

3B121 3B123

3B125

3B137 3B1393B135

3B148

3B107B

3B107A

3B107

3B109

3B111

3B113

3B122

3B120

3B118

3B116

3B114

3B112

3B108

3B110

3B106 3B104 3B102

3C105

3B105

3B145

3B147 3B103

3B101

3B151

3B149

3B150

3B152 3B154

3B156

3B158

3B160

3B162

3B143

3B141

3B164

3B166

3B168

3B170 3B1743B172 3B176

3C180

3C178

3C104

3C106

3C107 3C108

3C111

3C113

3C112 3C115

3C115B 3C115D 3C115F 3C115H

3C115G3C115E3C115C3C115A3C114

3C110

3C109

3C100 3C101

3C102

3C103

3A167

3A171

3A169

3A165

3A101

3A103 3A105 3A107

3A100

3A148

3A146

3A102

3A104 3A106

3A1423A144

3A109 3A111

3A121

3A116

3A112

3A119

3A117

3A113 3A115

3A110

3A123

3A125 3A127

3A129 3A131

3A1203A118 3A122

3A128

3A130

3A133

3A163 3A161

3A159 3A157 3A155 3A153 3A151

3A138

3A140

3A149

3A147

3A145 3A143 3A141 3A139 3A137 3A135

3A108 3A1243A108A

3A108B

3A126

3A135A

3A135B

3A136

3A134

3A132

3A114

3B100 3AC311

3AC212

3AC213

3AC215

3AC216

3AC228

3AC226

3AC219

3AC232

3AC233

3AC231

3AC234

3AC236

3AC237

3AC238

3AC240

3AC202

3AC267

3AC266

3AC265

3AC264

3AC263

3AC262

3AC261

3AC259

3AC258

3AC257

3AC239

3AC235

3AC220

3AC221

3AC222

3AC223

3AC256

3AC230

3AC225

3AC227

3AC224

3AC253 3AC252

3AC254

3AC255

3AC201

3AC251

3AC283

3AC282

3AC342

3AC340

3AC346

3AC347

3AC348

3AC319

3AC351

3AC350

3AC349

3AC338

3AC337

3AC336

3AC335

3AC334

3AC341

3AC339

3AC333

3AC332

3AC331

3AC330

3AC329

3AC327

3AC326

3AC325

3AC324

3AC323

3AC322

3AC321

3AC301

3AC355

3AC352

3F180

3F179

3FC01A

3F178

3F177

3FELC1

3F210

3F200A

3F200

3F176

3F175

3F174

3F173

3F172

3F171

3F170 3F207 3F207A

3F203

3F208

3F209

3F202

3F201

3FLVC1

3FLVC2

3F190

3F191 3F192

3FC01B

3F101

3F102

3F103

3F104

3F105

3F106

3F107

3F108

3F109

3F110

3F111

3F112

3F113

3F114

3FC07B

3F1553F154

3F153

3FC07A3F152

3F151 3F150

3F145

3F144

3F143

3F142

3F141

3F140

3FELC2 3F131

3FC05A

3FC04A

3F204

3F204A

3F205

3F132

3F133

3F134

3F135

3F136

3F137

3F138

3F139

3AC344A

3AC344B

3AC352A

3AC345A

3AC218

3B162B

3B162C

3B162E

3B162D

3B162A

K302

K304

3FS1

3FS2

3FS3

3F156

3FC02A

3AC270B

3AC250A

3AC270C

3AC270D

3AC310A

3AC328A

HH

JJ

KK

LL

28a

28a

K1K1

K2K2

H1H1

Z3 Z3

Corridor

3B100k

Corridor-1

3B100L-1

Office Social Work-1

3B101A-1

Open Office

3B103

Vacant

3A148

Lockers

3A146A

Corridor

3A100C

Corridor-1

3A100A-1

Corridor

3C100A

Vacant

3A146

Clean Utility

3A102

Soiled Utility

3A104

Vacant

3A144

Head Nurse

3A142

Office

3A106

Corridor

3A100H

Pain Mgmt.

Check-In

3A151 Pain

Mgmt.

Exam Room

3A153

ECG/EKG

3A155

Toilet/ Shower

3A157A

ECG/EKG

3A157

Equipment Storage

3A159

Equipment Storage

3A159A

Toilet/ Shower

3A161AWomen's Health-Mammography

Suite

3A161

VARC

Office

3A163

Corridor

3A100C 1

MAIN ELEVATORS

MAIN BUILDING - CENTER

E-65042

DAVID A.

DEMAGAL

L

G N

S S

A

ION EL

T

F E

GE

P R O

R

SI NRE I

E E R

D

E

AT

S

ET

O

OI

HO

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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

MEPT ENGINEER:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL ENGINEER:

REPLACEMENT OF

AHU-17 & AHU-18

VAMC - WADE PARK

BARBER & HOFFMAN, INC.

2217 EAST 9TH STREET, SUITE 350

CLEVELAND, OH 4115-1257

PHONE: (216)-875-0100

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

PHONE: (440)-546-9696

541-18-104

19002

Z M y D o c u m e n ts

\1

F

F H

C F

R jc a rt e r.

rv t

/8

/2

:3

:5

P M

A-3MB

PARTIAL 3RD FLOOR TEMPORARY

PARTITION PLAN

JXCDAD08/09/2019

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0"

PARTIAL THIRD FLOOR TEMPORARY PARTITION

PLAN

1N

ICRA GENERAL NOTES:

THROUGHOUT CONSTRUCTION CONTRACTOR SHALL MAINTAIN TEMPORARY BARRIERS BETWEEN

ADJACENT OCCUPIED AREAS AND CONSTRUCTION SITE. WORK SHALL NOT START UNTIL TEMPORARY

PARTITIONS ARE COMPLETELY CONSTRUCTED AND SEALED PER ICRA REQUIREMENTS.

ONCE APPROVAL HAS BEEN GIVEN BY COR AND THE CONSTRUCTION PHASE IS COMPLETE,

CONTRACTOR SHALL REMOVE TEMPORARY PARTITION AND REPAIR ALL SURFACES DAMAGED DURING

INSTALLATION AND REMOVAL OF TEMPORARY PARTITIONS TO MATCH EXISTING.

CONTRACTOR SHALL COORDINATE EXACT LOCATION OF TEMPORARY PARTITION WITH EXISTING WALL

MOUNTED DEVICES AND EXISTING CEILING MOUNTED DEVICES.

TEMPORARY PARTITION SHALL BE CONSTRUCTED OF 5/8" GYP BOARD ON BOTH SIDES AND 3-5/8" METAL STUDS ON 24" CENTERS. TEMPORARY PARTITIONS SHALL BE CONSTRUCTED UP TO DECK AND

SEALED PER ICRA REQUIREMENTS. CONTRACTOR TO FRAME TEMPORARY PARTITION AROUND

EXISTING DUCTWORK, PIPING, ETC WHICH CONFLICT. PATCH EXISTING CEILING AT TEMPORARY

PARTITION.

GENERAL CONTRACTOR SHALL PROVIDE DUST REMOVING WALK OFF MAT AT EACH CONSTRUCTION

SITE ENTRANCE POINT.

GENERAL CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE AIR MACHINES TO PROVIDE

NEGATIVE PRESSURE RELATIONSHIP TO ADJACENT OCCUPIED SPACE AND ENSURING NO DUST

MIGRATES TO OCCUPIED AREAS. PROVIDE TEMPORARY DUCTWORK TO CONNECT NEGATIVE AIR

MACHINE INTO RETURN DUCTWORK

GENERAL CONTRACTOR SHALL SUBMIT TEMPORARY CONSTRUCTION BARRIER LOCATIONS AROUND

CONSTRUCTION AREA TO COR FOR APPROVAL.

GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PLASTIC ZIPPER DOOR AT EACH EXISTING ROOM

DOOR ENTERING THE CONSTRUCTION AREA.

GENERAL CONTRACTOR SHALL COMPLETELY CLEAN CONSTRUCTION AREA PRIOR TO TURING SPACE

OVER TO THE OWNER.

1.

2.

3.

4.

5.

6.

7.

8.

9.

# CODED NOTES:

1 CONTRACTOR SHALL COMPLETE ALL WORK DURING OFF HOURS AND ON THE WEEKEND.

CONTRACTOR SHALL COORDINATE SHUTDOWNS WITH COR. SHUTDOWNS SHALL NOT AFFECT DAILY

OPERATIONS. ALL WORK SHALL BE COMPLETED WITHIN A HEPA TENT.

PROVIDE TEMPORARY PLASTIC WALL BARRIER WITH ZIPPER, SEAL AROUND DOOR FRAME AND PROVIDE

WALK OFF MAT.

NOT TO SCALE

THIRD FLOOR - KEY PLAN

N

4AC312

4FC014FC08

4FC03

4FC02

4FC04

4FC05

4FC07

4FC06

4B100A

4B100B

4B100C

4B100D

4B100E

4B100F

4B100G

4B100H

4B100J

4B100K

4C100A

4C100B

4C100C

4A100A

4A100B

4A100C

4A100D

4A100E

4A100H

4A100F

4A100G

4A100J

4A100K

4AC320

4AC350

4AC342

4AC358

4AC3704AC310

4AC250

4AC255 4AC257

4AC258

4AC259

4AC230

4AC284

T/P 698'-9" T/P 698'-9"

T/P 698'-9"

703'-0 1/8"

703'-0 1/8"

703'-0 1/8"

703'-0 1/8"

703'-0 1/8"

703'-0 1/8"703'-0 1/8"

703'-0 1/8"

707'-8"

707'-8"

707'-8"

707'-8"

707'-8"

703'-0 1/8"

703'-0 1/8"

703'-0 1/8"

703'-0 1/8"

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

705'-2 1/2"

696'-5 1/4"

696'-5 1/4"

696'-5 1/4"

696'-5 1/4"

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

OPEN TO

BELOW

696'-5 1/4"

703'-0 1/8"

705'-2 1/2"

705'-2 1/2"

FEC

DN

UP

UPDN

UP DN

DN UP

UPDN

DN UP

DNUP DN UP

DN UP

DN

UP

DN

UP

DN

DN

DN

STAIR S1

S1

S2

S3

STAIR S2

STAIR S3

P1 P2 P3

SE1 SE2

PE3 PE4 PE5 PE6

PE7 PE8

STAIR 6

STAIR 5

STAIR 3

STAIR 4 STAIR 9

STAIR 8

STAIR A

STAIR B

STAIR C

4B132

4B133

4B130 4B128 4B124 4B122

4B120

4B116

4B115

4B114

4B113

4B112

4B111 4B110

4B109 4B107 4B105 4B103 4B101

4C103

4C104

4C105

4C107

4C110

4C112 4C111

4C109

4C108

4C100 4C101

4A103 4A105 4A107 4A111 4A112

4A113

4A114

4A115

4A116

4A117

4A118

4A119

4A120

4A124

4A127 4A129 4A133 4A135 4A136

4A137

4A138

4A139 4A134

4A132

4A143

4A1314A130

4A1284A126

4A125 4A1234A122

4A121

4A1584A110

4A109

4A108

4A162

4A106

4A104

4A164

4A102

4A169

4A168

4B166

4B164

4B165

4B163

4B102

4B104

4B106

4B157

4B1084B153

4B117

4B118

4B147

4B121 4B119

4B123

4B125

4B1264B127

4B1294B1314B134

4B1434B1414B139

4B135

4B136 4B137 4B138

4B140

4B142 4B144 4B145

4B146

4B148

4B149

4B150

4B151

4B152 4B154 4B156 4B158 4B159 4B160 4B161

4B162

4A167 4A166

4A165 4A163

4A161 4A159

4A157

4A156

4A155

4A154

4A153

4A152 4A151 4A150 4A148 4A146

4A144 4A142 4A141

4A140 4A149 4A147 4A145

4B117B

4B117A 4B167A

4B167B

4B167C

4B162A

4B162B

4B162C

4C111J

4C111D

4C111E

4C111I

4C111H

4C111F

4C111G

4C111A

4C111B

4C111C

4AC279

4AC231

4AC232

4AC202

4AC278

4AC276

4AC273

4AC272

4AC271

4AC270

4AC274

4AC275

4AC277

4AC280

4AC281

4AC282

4AC283

4AC210

4AC268

4AC269

4AC266

4AC264

4AC267

4AC265

4AC263

4AC261

4AC260

4AC201

4AC262

4AC253

4AC254

4AC256

4AC252

4AC290

4AC313

4AC251

4AC242

4AC241

4AC311

4AC301

4AC352

4AC351

4AC329

4AC327

4AC328

4AC330

4AC326

4AC325

4AC323

4AC321

4AC322

4AC324

4AC343

4AC347

4AC356

4AC380

4AC379

4AC378

4AC377

4AC375

4AC373

4AC372

4AC371

4AC374

4AC376

4AC344

4AC359

4AC341

4AC360

4AC340

4F180

4F191 4F192

4FC01B

4FC01A

4F179

4F178

4F177

4F176

4F175

4F174

4F173

4F172

4F171

4F170 4F207A 4F207 4F203

4FC02A

4F101

4FELC1 4F102

4F103

4F104

4F105

4F106

4F107

4F108

4F109

4F110

4F111

4F112

4F113

4F114

4F204

4F210

4F200A

4F200

4F202

4F201

4F209

4FLVC2

4FLVC1

4F208

4F156

4FC04A 4F204A

4F205

4FC05A

4F1554F154

4F153

4FC07A

4F151 4F150

4F152

4FC07B

4F145

4F144

4F142

4F141 4F143

4F140

4F139

4F138

4F137

4F136

4F135

4F134

4F132

4F1314FELC2

4F133

4AC353A

4AC353B

4AC354A

4AC354B

4AC355A

4AC355B

4AC345B

4AC345A 4AC346A

4AC346B

4AC346C

4AC357A

4AC357B

4AC350A

4AC211

4AC212

4AC213

4AC214

4F190

4FS1

4FS2

4FS3

4A121A 4A121B

4C102

4C106

4AC255A

4AC255B

4AC255C

4AC258A

4AC266A

4AC264A

4AC262A

4AC283A

4AC282A

4AC281A

4AC280A

4AC284A

4AC312A

4AC321A

4AC322A

4AC330A

4AC358A

4B155 4B160

4A101

4A100

4AC310A

14a

14a

HH

JJ

KK

LL

13a

13a

K1K1

K2K2

H1H1

Z3 Z3

Work

4B100H

Lockers

4B106

EMS

4B157

Equipment

4B104 Linen

4B102

Office

4B163

Office

4B165

Corridor

4B100J

Corridor

4B100G

Semi Private

4B101

Toilet/ Shower

4B103A

Private

4B103

Private

4B105

Passage

4A100C

Corridor

4A100D

Equipment Storage

4A106

Soiled Utility

4A162

Clean Utility

4A108

Corridor

4A100B

Office

4B165

Corridor

4B100K

Corridor

4C100A

2 2

MAIN ELEVATORS

MAIN BUILDING - CENTER

E-65042

DAVID A.

DEMAGAL

L

G N

S S

A

ION EL

T

F E

GE

P R O

R

SI NRE I

E E R

D

E

AT

S

ET

O

OI

HO

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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

MEPT ENGINEER:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL ENGINEER:

REPLACEMENT OF

AHU-17 & AHU-18

VAMC - WADE PARK

BARBER & HOFFMAN, INC.

2217 EAST 9TH STREET, SUITE 350

CLEVELAND, OH 4115-1257

PHONE: (216)-875-0100

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

PHONE: (440)-546-9696

541-18-104

19002

Z M y D o c u m e n ts

\1

F

F H

C F

R jc a rt e r.

rv t

/8

/2

:3

:4

P M

A-4MB

PARTIAL 4TH FLOOR TEMPORARY

PARTITION PLAN

JXCDAD08/09/2019

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0"

PARTIAL FOURTH FLOOR TEMPORARY PARTITION

PLAN - CENTER 1N

ICRA GENERAL NOTES:

THROUGHOUT CONSTRUCTION CONTRACTOR SHALL MAINTAIN TEMPORARY BARRIERS BETWEEN

ADJACENT OCCUPIED AREAS AND CONSTRUCTION SITE. WORK SHALL NOT START UNTIL TEMPORARY

PARTITIONS ARE COMPLETELY CONSTRUCTED AND SEALED PER ICRA REQUIREMENTS.

ONCE APPROVAL HAS BEEN GIVEN BY COR AND THE CONSTRUCTION PHASE IS COMPLETE,

CONTRACTOR SHALL REMOVE TEMPORARY PARTITION AND REPAIR ALL SURFACES DAMAGED DURING

INSTALLATION AND REMOVAL OF TEMPORARY PARTITIONS TO MATCH EXISTING.

CONTRACTOR SHALL COORDINATE EXACT LOCATION OF TEMPORARY PARTITION WITH EXISTING WALL

MOUNTED DEVICES AND EXISTING CEILING MOUNTED DEVICES.

TEMPORARY PARTITION SHALL BE CONSTRUCTED OF 5/8" GYP BOARD ON BOTH SIDES AND 3-5/8" METAL STUDS ON 24" CENTERS. TEMPORARY PARTITIONS SHALL BE CONSTRUCTED UP TO DECK AND

SEALED PER ICRA REQUIREMENTS. CONTRACTOR TO FRAME TEMPORARY PARTITION AROUND

EXISTING DUCTWORK, PIPING, ETC WHICH CONFLICT. PATCH EXISTING CEILING AT TEMPORARY

PARTITION.

GENERAL CONTRACTOR SHALL PROVIDE DUST REMOVING WALK OFF MAT AT EACH CONSTRUCTION

SITE ENTRANCE POINT.

GENERAL CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE AIR MACHINES TO PROVIDE

NEGATIVE PRESSURE RELATIONSHIP TO ADJACENT OCCUPIED SPACE AND ENSURING NO DUST

MIGRATES TO OCCUPIED AREAS. PROVIDE TEMPORARY DUCTWORK TO CONNECT NEGATIVE AIR

MACHINE INTO RETURN DUCTWORK

GENERAL CONTRACTOR SHALL SUBMIT TEMPORARY CONSTRUCTION BARRIER LOCATIONS AROUND

CONSTRUCTION AREA TO COR FOR APPROVAL.

GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PLASTIC ZIPPER DOOR AT EACH EXISTING ROOM

DOOR ENTERING THE CONSTRUCTION AREA.

GENERAL CONTRACTOR SHALL COMPLETELY CLEAN CONSTRUCTION AREA PRIOR TO TURING SPACE

OVER TO THE OWNER.

1.

2.

3.

4.

5.

6.

7.

8.

9.

# CODED NOTES:

1 GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS AROUND CONSTRUCTION AREA TO

CONTAIN DUST.

PROVIDE TEMPORARY PLASTIC WALL BARRIER WITH ZIPPER, SEAL AROUND DOOR FRAME AND PROVIDE

WALK OFF MAT.

NOT TO SCALE

FOURTH FLOOR - KEY PLAN

N

714'-9 1/2"

714'-9 1/2"

714'-9 1/2"

714'-9 1/2"

714'-9 1/2"714'-9 1/2"

714'-9 1/2"

721'-0"

721'-0"

721'-0"

721'-0"

721'-0"

705'-2 1/2"

696'-5 1/4"

696'-5 1/4"

696'-5 1/4"

OPEN TO

BELOW

696'-5 1/4"

T/STL 705'-1 1/4"

T/STL 705'-1 1/4"

705'-2 1/2"

705'-2 1/2"

717'-0"

717'-0"

717'-0"

717'-0"

717'-0"

5FC01

5FC08

5FC02

5FC04

5FC05

5FC07

5FC06

5FC03

5A100A

5C100A

5C100B

5C100C

5B100B

5B100C

5B100D

5B100E

5B100F

5B100G

5B100J

5B100H

5C100E

5C100F

5A100B

5A100C

5A100D

5A100E

5A100F

5A100G

5A100H

5C100D

FEC

DN

UP

UPDN

UP DN

UPDN

DNUP DN UP

DN UP

DN

DN

UP

DN

DN

UP

5F180

5F179

5F178

5F177

5F176

5F175

5F174

5F173

5F172

5F171

5F170

5FC01A

5F190

5F191 5F192

5FC01B

5FELC1

5F101

5F102

5F104

5F103

5F105

5F106

5F107

5F108

5F109

5F110

5F111

5F112

5F113

5F114

5F210

5F200A

5F200

5F202 5F201

5F209

5F208

5FLVC1

5FLVC2

5F207 5F203 5F207A

5F156

5FC02A

5FC07B

5F1555F154

5F1535F152

5F151 5F150 5F145

5F144

5F143

5F142

5F141

5FELC2 5F131

5F132

5F133

5F134

5F135

5F136

5F137

5F138

5F139

5F140

5F204A5FC04A

5F2045F205

5FC05A

5B136 5B134 5B132 5B128 5B126 5B123

5B121

5B119

5B118

5B117

5B114 5B110

5B115

5B109 5B108 5B104 5B100

5B102

5C112

5C113

5C114

5C116

5C117 5C118 5C119 5C120 5C121

5C1225C1235C1245C125

5C100 5C101

5A100

5A101 5A103 5A104 5A109 5A110

5A114

5A112

5A115

5A117

5A118

5A116

5A119

5A122

5A124 5A128 5A130 5A134 5A136

5A137

5A1385A139 5A135

5A142

5A133

5A144

5A132

5A131

5A146 5A148

5A1295A1275A123

5A125

5A121

5A155 5A152

5A113

5A111

5A1645A166

5A107

5A106

5A1695A102

5A175

5A174

5C102

5C103 5C104

5C110

5C109

5B101

5B171

5B103

5B169 5B105

5B107

5B106

5B113 5B113B

5B165

5B122

5B156

5A157 5B163

5B124 5B127

5B125

5B129

5B1335B135

5B1445B142

5B130

5B137

5B139 5B1465B145

5A140

5A1415A1435A1475A151

5A149

5A150 5A1545A1565A158

5A159

5A160

5A161

5A162

5A163

5A165 5A1675A1685A1715A1725A173

5C105

5C107

5C108

5B170

5B1685B1675B166 5B1645B162

5B161

5B160

5B159

5B158

5B1555B1535B149 5B1515B1475B1435B1415B140

5A126

5A105

5A108

5A113C

5A113B

5A113D

5A120

5A1455A153

5A157

5A170

5C106

5C111

5C115

5C128

5C126

5C127

5B113C

5B113A

5B112

5B111

5B116

5B131

5B120

5B138

5B150

PAC303PAC302

PAC301

PAC304

PAC300

PAC300A

PAC300B

PAC300C

PAC201

PAC200

PAC202

5FS1

5FS2

5FS3

5FC07A

5A113A

5B152 5B148

STAIR S1

S1

S2

S3

P1 P2 P3

STAIR S2

STAIR S3

STAIR 5

SE1 SE2

PE3 PE4 PE5 PE6

PE7 PE8

STAIR 3

STAIR 4 STAIR 9

STAIR 8

STAIR C

STAIR A

STAIR 6

AC-54

AC-55

HH

JJ

KK

L

L

21 23

K1K1

K2 K2

H1H1

Z3 Z3

Corridor

5B100H

Storage

5B106

Toilet/ Shower

5B105A

Toilet/ Shower

5B104A

1 Bedroom

5B104

1 Bedroom

5B108

Office

5B107

Team Work Room

5A169

Office

5A102

Work Area

5A105

Corridor

5A100B

Corridor

5A100C

Soiled Utility

5A106

Corridor

5B100G

Corridor

5C100A

Corridor

5A100A

MAIN ELEVATORS

MAIN BUILDING - CENTER

E-65042

DAVID A.

DEMAGAL

L

G N

S S

A

ION EL

T

F E

GE

P R O

R

SI NRE I

E E R

D

E

AT

S

ET

O

OI

HO

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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

MEPT ENGINEER:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL ENGINEER:

REPLACEMENT OF

AHU-17 & AHU-18

VAMC - WADE PARK

BARBER & HOFFMAN, INC.

2217 EAST 9TH STREET, SUITE 350

CLEVELAND, OH 4115-1257

PHONE: (216)-875-0100

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

PHONE: (440)-546-9696

541-18-104

19002

Z M y D o c u m e n ts

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PARTIAL 5TH FLOOR TEMPORARY

PARTITION PLAN

JXCDAD08/09/2019

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0"

PARTIAL FIFTH FLOOR TEMPORARY PARTITION

PLAN - CENTER

1N

ICRA GENERAL NOTES:

THROUGHOUT CONSTRUCTION CONTRACTOR SHALL MAINTAIN TEMPORARY BARRIERS BETWEEN

ADJACENT OCCUPIED AREAS AND CONSTRUCTION SITE. WORK SHALL NOT START UNTIL TEMPORARY

PARTITIONS ARE COMPLETELY CONSTRUCTED AND SEALED PER ICRA REQUIREMENTS.

ONCE APPROVAL HAS BEEN GIVEN BY COR AND THE CONSTRUCTION PHASE IS COMPLETE,

CONTRACTOR SHALL REMOVE TEMPORARY PARTITION AND REPAIR ALL SURFACES DAMAGED DURING

INSTALLATION AND REMOVAL OF TEMPORARY PARTITIONS TO MATCH EXISTING.

CONTRACTOR SHALL COORDINATE EXACT LOCATION OF TEMPORARY PARTITION WITH EXISTING WALL

MOUNTED DEVICES AND EXISTING CEILING MOUNTED DEVICES.

TEMPORARY PARTITION SHALL BE CONSTRUCTED OF 5/8" GYP BOARD ON BOTH SIDES AND 3-5/8" METAL STUDS ON 24" CENTERS. TEMPORARY PARTITIONS SHALL BE CONSTRUCTED UP TO DECK AND

SEALED PER ICRA REQUIREMENTS. CONTRACTOR TO FRAME TEMPORARY PARTITION AROUND

EXISTING DUCTWORK, PIPING, ETC WHICH CONFLICT. PATCH EXISTING CEILING AT TEMPORARY

PARTITION.

GENERAL CONTRACTOR SHALL PROVIDE DUST REMOVING WALK OFF MAT AT EACH CONSTRUCTION

SITE ENTRANCE POINT.

GENERAL CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE AIR MACHINES TO PROVIDE

NEGATIVE PRESSURE RELATIONSHIP TO ADJACENT OCCUPIED SPACE AND ENSURING NO DUST

MIGRATES TO OCCUPIED AREAS. PROVIDE TEMPORARY DUCTWORK TO CONNECT NEGATIVE AIR

MACHINE INTO RETURN DUCTWORK

GENERAL CONTRACTOR SHALL SUBMIT TEMPORARY CONSTRUCTION BARRIER LOCATIONS AROUND

CONSTRUCTION AREA TO COR FOR APPROVAL.

GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PLASTIC ZIPPER DOOR AT EACH EXISTING ROOM

DOOR ENTERING THE CONSTRUCTION AREA.

GENERAL CONTRACTOR SHALL COMPLETELY CLEAN CONSTRUCTION AREA PRIOR TO TURING SPACE

OVER TO THE OWNER.

1.

2.

3.

4.

5.

6.

7.

8.

9.

# CODED NOTES:

1 GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS AROUND CONSTRUCTION AREA TO

CONTAIN DUST.

PROVIDE TEMPORARY PLASTIC WALL BARRIER WITH ZIPPER, SEAL AROUND DOOR FRAME AND PROVIDE

WALK OFF MAT.

NOT TO SCALE

FIFTH FLOOR - KEY PLAN

N

A

B C

D

E

F

G

H I

J

149b

134a

TY P .

TY P .

TY P .

33a

TY P .

TY P .

TY P .

TY P .

TY P .

TY P .

TY P .

TY P .

44a

188a

188b

219a

219a

33b

119SEE QF-407

134a

TY P .

TY P .

TY P .

104 105

TY P .TY P .

TY P .

104 105

TY P .TY P .

TY P .

726'-6 7/8"

726'-6 7/8"

726'-6 7/8"

726'-6 7/8"

726'-6 7/8"

726'-6 7/8"

734'-4"

734'-4"

734'-4"

734'-4"

734'-4"

6FC04

6FC06

6FC07

6FC05

6FC02

6FC03

6FC08

6FC01

6A100A

6A100B

6A100C

6A100D

6A100E

6A100F

6C100A

6C100B

6C100C

6B100C

6B100B

6B100D

6B100E

6B100F

6B100G

6B100J

6B100K

6B100H

6A100G

DN

DN

UP DN

DN

DN

DN

DN DN

STAIR 4

STAIR 3

STAIR 5

STAIR 8

STAIR 9

SE1 SE2

PE3 PE4 PE5 PE6

PE7 PE8

STAIR S1

S1

S2

S3

STAIR S2

STAIR S3

P1 P2 P3

6B131

6B132 6B136

6B137

6B139

6B140

6B141

6B142

6B143

6B144

6B145

6B147 6B150 6B151

6C109

6C110

6C111

6C112

6C113

6C114

6C100

6C102 6A100 6A102 6A104 6A106 6A108 6A110

6A111

6A112

6A113

6A114

6A115

6A116

6A117

6A119 6A120 6A121 6A122 6A123 6A127

6A128

6A130

6A129

6A132

6A127A

6A131

6A133

6A135

6A134

6A136

6A137

6A138

6A139

6A126

6A125

6A124

6A141

6A142

6A147

6A140

6A143

6A144

6A145

6A146

6A1186A107

6A101

6A151

6A149

6A150

6A148

6A105

6A103

6C104 6C106

6C105

6C103

6C108

6C107

6B101

6B1006B1026B108

6B104

6B103

6B105

6B106

6B149

6B1076B109

6B148

6B115

6B110

6B111

6B112

6B113

6B114

6B1186B1206B128

6B129 6B124

6B115A

6B119

6B116

6B117

6B138

6B121

6B122

6B126

6B133 6B134 6B135

6B125 6B123

6A107B

6A109

6A113A

6A113B

6A113C

6A118C

6A118A

6A118B

6A147A

6B115B

6B127

6B130

6B146

6C101

6C107A

6F102A

6F180

6F179

6FC01A

6F190 6F191 6F192

6FC01B

6F178

6F177

6F176

6F175

6F174

6F173

6F172

6F171

6F170

6FELC1

6F102

6F1046F103

6FC02B

6F1066F105

6F1086F107

6FC02C

6F1106F109

6F113

6F112

6F114B

6F114

6FC02D

6F203

6FLVC1

6FLVC2

6F201B 6F202

6F209 6F201A

6F210 6F200

6F211

6F208

6F207

6F206

6FC04C

6FC02A

6F1586F157

6F156

6F155

6F154 6F153 6F152 6F150

6F151

6F142 6F141

6FELC2 6F131

6F204 6F205

6FC05A

6FC04A 6F204A

6F115

6F116

6FC02E

6F132

6F133

6F134

6F135

6F136

6F137

6F138

6F139

6F140

6FS1

6FS2

6FS3

6FC04B

6A107A

6A136A

6C115

HH

JJ

KK

LL

21 23

K1K1

K2K2

H1H1

Z3 Z3

Wheelchair Storage

6B106

Staff Office

6B105B

Soiled Utility

6B103

Corridor

6B100J

Equipment Storage

6B101

Corridor

6B100K

2 Bedroom

6B102

Bath

6B102A

2 Bedroom

6B150 Bath

6B151A

Dining

6A101

Recreational Therapy

6A107

Corridor

6A100A

Office

6B104

MAIN ELEVATORS

MAIN BUILDING - CENTER

E-65042

DAVID A.

DEMAGAL

L

G N

S S

A

ION EL

T

F E

GE

P R O

R

SI NRE I

E E R

D

E

AT

S

ET

O

OI

HO

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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

MEPT ENGINEER:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL ENGINEER:

REPLACEMENT OF

AHU-17 & AHU-18

VAMC - WADE PARK

BARBER & HOFFMAN, INC.

2217 EAST 9TH STREET, SUITE 350

CLEVELAND, OH 4115-1257

PHONE: (216)-875-0100

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

PHONE: (440)-546-9696

541-18-104

19002

Z M y D o c u m e n ts

\1

F

F H

C F

R jc a rt e r.

rv t

/8

/2

:3

:2

P M

A-6MB

PARTIAL 6TH FLOOR TEMPORARY

PARTITION PLAN

JXCDAD08/09/2019

0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'0' 4' 8' 16' 32'

1/8" = 1'-0"

PARTIAL SIXTH FLOOR TEMPORARY PARTITION

PLAN - CENTER

ICRA GENERAL NOTES:

THROUGHOUT CONSTRUCTION CONTRACTOR SHALL MAINTAIN TEMPORARY BARRIERS BETWEEN

ADJACENT OCCUPIED AREAS AND CONSTRUCTION SITE. WORK SHALL NOT START UNTIL TEMPORARY

PARTITIONS ARE COMPLETELY CONSTRUCTED AND SEALED PER ICRA REQUIREMENTS.

ONCE APPROVAL HAS BEEN GIVEN BY COR AND THE CONSTRUCTION PHASE IS COMPLETE,

CONTRACTOR SHALL REMOVE TEMPORARY PARTITION AND REPAIR ALL SURFACES DAMAGED DURING

INSTALLATION AND REMOVAL OF TEMPORARY PARTITIONS TO MATCH EXISTING.

CONTRACTOR SHALL COORDINATE EXACT LOCATION OF TEMPORARY PARTITION WITH EXISTING WALL

MOUNTED DEVICES AND EXISTING CEILING MOUNTED DEVICES.

TEMPORARY PARTITION SHALL BE CONSTRUCTED OF 5/8" GYP BOARD ON BOTH SIDES AND 3-5/8" METAL STUDS ON 24" CENTERS. TEMPORARY PARTITIONS SHALL BE CONSTRUCTED UP TO DECK AND

SEALED PER ICRA REQUIREMENTS. CONTRACTOR TO FRAME TEMPORARY PARTITION AROUND

EXISTING DUCTWORK, PIPING, ETC WHICH INTERFERE. PATCH EXISTING CEILING AT TEMPORARY

PARTITION.

GENERAL CONTRACTOR SHALL PROVIDE DUST REMOVING WALK OFF MAT AT EACH CONSTRUCTION

SITE ENTRANCE POINT.

GENERAL CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE AIR MACHINES TO PROVIDE

NEGATIVE PRESSURE RELATIONSHIP TO ADJACENT OCCUPIED SPACE AND ENSURING NO DUST

MIGRATES TO OCCUPIED AREAS. PROVIDE TEMPORARY DUCTWORK TO CONNECT NEGATIVE AIR

MACHINE INTO RETURN DUCTWORK.

GENERAL CONTRACTOR SHALL SUBMIT TEMPORARY CONSTRUCTION BARRIER LOCATIONS AROUND

CONSTRUCTION AREA TO COR FOR APPROVAL.

GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PLASTIC ZIPPER DOOR AT EACH EXISTING ROOM

DOOR ENTERING THE CONSTRUCTION AREA.

GENERAL CONTRACTOR SHALL COMPLETELY CLEAN CONSTRUCTION AREA PRIOR TO TURING SPACE

OVER TO THE OWNER.

1.

2.

3.

4.

5.

6.

7.

8.

9.

# CODED NOTES:

1 GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS AROUND CONSTRUCTION AREA TO

CONTAIN DUST.

PROVIDE TEMPORARY PLASTIC WALL BARRIER WITH ZIPPER, SEAL AROUND DOOR FRAME AND PROVIDE

WALK OFF MAT.

PROVIDE TEMPORARY PLASTIC WALL BARRIER WITH ZIPPER AND SEAL AROUND DOOR FRAME.

ALL WORK SHALL WITHIN CORRIDOR 6B100K SHALL BE COMPLETED WITHIN A HEPA TENT.

N

NOT TO SCALE

SIXTH FLOOR - KEY PLAN

N

10"

4 1/2"

7 1/2"

8 3/4"

9"

5 3/4"

5"

6"

1/2" #4

3/4" #6

3/8" #3

5/8" #5

#9

#8

#7

4 3/4"

3 1/4"

2"

4"

8 1/2"

10 1/2"

12"

13 1/2"

6"

4 1/2"

7 1/2"

7"

10 1/2"

12"

13 1/2"

4 1/2"

3 1/2"

5 1/2"

8 1/2"

10 1/2"

12"

13 1/2"

6"

4 1/2"

7 1/2"

Post-installed Concrete Anchors

Minimum Embed.

Min. Edge DistanceDiameter

Minimum Spacing

Minimum Embed.

Min. Edge Distance

Minimum Spacing

Torque-controlled Anchors Adhesive Anchors

GENERAL

1. All new construction shall comply with the Contract Documents and the Building

Code.

2. Typical details and general notes apply to all parts of the work except where specifically detailed or unless otherwise noted.

3. The structural drawings illustrate structural members. Refer to architectural, mechanical, and electrical drawings for non-structural items which require special provisions during the construction of the structural members.

4. Drawings are not to be scaled.

5. Refer to architectural plans for floor depressions, openings, slopes, drains, curbs, pads, embedded items, non-bearing partitions, etc. Refer to mechanical and electrical plans for sleeves, openings, and hangers for pipes, ducts, and equipment.

6. No pipes or ducts shall be embedded into structural members unless so shown on the plans or approved by the Engineer.

7. The Contractor shall verify and be responsible for all dimensions and conditions which impact the work. Field verify sizes, elevations, hole locations, etc., prior to fabrication.

8. The Contractor shall carefully review the drawings to identify the scope of work required, visit the site to relate the scope of work to existing conditions and determine the extent to which those conditions and physical surroundings will impact the work.

9. Existing conditions as shown on these plans are for reference only. The

Contractor is required to field verify all existing conditions prior to construction.

10. The Contractor shall resolve any conflicts on the drawings or in the specifications with the Architect/Engineer before proceeding with the work.

11. Any deviation, modification, or substitution from the approved set of structural drawings shall be submitted to the Owner, Architect, and Engineer for review/approval prior to its use or inclusion on the shop drawings.

12. The Contractor shall provide all necessary shores, braces, and guys required to support all loads to which the building structure and components, soils, other structures, and utilities may be subjected during construction. Shoring systems shall be designed, signed, and sealed by a professional engineer licensed in the jurisdiction where the project is located.

13. The Contractor shall provide means, method, techniques, sequence, and procedure of construction as required.

14. The Contractor shall protect all work, materials, and equipment from damage and shall provide proper storage facilities for materials and equipment during construction.

15. Site visits performed by the Architect/Engineer do not constitute inspections of means and methods of construction performed by the Contractor.

16. Structural observations performed by the Architect/Engineer during construction are not the continuous and special inspection services and do not waive the responsibility for the inspections required of the Building Department Inspector or the testing agency. Observations also do not guarantee the Contractor's performance and shall not be considered as supervision of construction.

17. The Contractor shall review shop drawings for completeness and compliance with contract documents. The Contractor shall stamp shop drawings prior to submission to the Architect and Engineer.

18. Review of the shop drawings by the Architect's Engineers shall not be construed as an authorization to deviate from the Contract Documents.

19. Shop drawings will not be processed if they are incomplete, lack coordination with relevant portion of contract documents, lack calculations if required, or if deviations, modifications, and substitutions are indicated without prior written approval from the

Architect/Engineer.

TEMPORARY SHORING AND BRACING

1. Structure is designed to be self-supporting and stable after the building is fully completed.

2. Each contractor shall be responsible for erection procedures and sequence, shall maintain stability of the building and its component parts, and shall be responsible for adequacy of temporary or incomplete construction and connections during erection. Such responsibilities include, but are not limited to: addition of shoring as required to support forms, decks, columns, walls, and other elements as required during construction, sheeting, temporary connections, bracing, guys, or tie-downs necessary to maintain stability of parts, subassemblies, or all of the structure.

3. Contractor shall assume full design responsibility for temporary shoring and bracing, which shall be designed, signed, and sealed by a professional engineer licensed in the jurisdiction where project is located.

4. Temporary shoring shall be maintained throughout construction and shall be removed only after completion of all required supporting elements.

5. Remove any remaining temporary shoring after construction is complete.

ROOF, FLOOR, OR WALL OPENINGS

1. The Contractor shall verify and coordinate the number, size, and location of all sleeves and openings required for mechanical or electrical items.

2. Sleeves and openings shall…

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