36C25019B0060-0001000.pdf
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- Solicitation number
- 36C25019B0060
About this file
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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Other files
| File | Type | Posted |
|---|---|---|
| 36C25019B0060-0002002.pdf | ||
| 36C25019B0060-0002000.docx | DOCX document | |
| 36C25019B0060-0002005.docx | DOCX document | |
| 36C25019B0060-0002004.pdf | ||
| 36C25019B0060-0002006.docx | DOCX document | |
| 36C25019B0060-0002001.docx | DOCX document | |
| 36C25019B0060-0002003.docx | DOCX document | |
| 36C25019B0060-0001002.pdf | ||
| 36C25019B0060-0001001.pdf | ||
| 36C25019B0060-023.docx | DOCX document | |
| 36C25019B0060-024.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
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R jc a rt e r.
rv t
/8
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: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
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F H
C F
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rv t
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/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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