Attachment D2_ Drawings 2 of 12.pdf
PDF 17 MB Posted
- Attached to
- Z2DZ--644-20-201 EHRM Phoenix Construction Federal contract opportunity
- Solicitation number
- 36C26221B0007_1
About this file
This document provides details for a federal contract solicitation for construction services. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 22 is seeking offers for Project 644-20-201 "Electronic Health Records Modernization (EHRM) Infrastructure Upgrades" to be performed at the VA Phoenix Healthcare System located at 650 East Indian School Road in Phoenix, Arizona. The work includes general construction, alterations, mechanical and electrical work, utility systems, necessary demolition and removal of existing structures with a total value between $10,000,000 and $20,000,000. All work must be performed according to applicable building codes and specifications. This procurement is set aside as 100% for Service-Disabled Veteran-Owned Small Businesses listed on the Vendor Information Pages database. An Invitation for Bid will be issued on June 3, 2021 via sam.gov and a site visit will be scheduled. Offers are due by August 3, 2021. The point of contact for this solicitation is Steven J. Covell.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 36C26221B0007 AMENDMENT 0004 7-13-21.pdf | ||
| 36C26221B0007 AMENDMENT 0003 7-07-21.pdf | ||
| AMENDMENT 0003 - ATTACHMENT MI903 - Mechanical and Electrical Schedules.pdf | ||
| 36C26221B0007 AMENDMENT 0002 7-02-21.pdf | ||
| 36C26221B0007 AMENDMENT 0001 6-30-21.pdf | ||
| Attachment A_ Campus Map.pptx | PPTX presentation | |
| Attachment D1_ Drawings 1 of 12.pdf | ||
| Attachment D12_ Drawings 12 of 12.pdf | ||
| Attachment B_ Wage Determination.pdf | ||
| Attachment D3_ Drawings 3 of 12.pdf | ||
| Attachment D5_ Drawings 5 of 12.pdf | ||
| Attachment D9_ Drawings 9 of 12.pdf | ||
| 36C26221B0007_1.docx | DOCX document | |
| Attachment D6_ Drawings 6 of 12.pdf | ||
| Attachment D7_ Drawings 7 of 12.pdf | ||
| Attachment D8_ Drawings 8 of 12.pdf | ||
| Attachment C_ Specifications.pdf | ||
| Attachment D4_ Drawings 4 of 12.pdf | ||
| Attachment D10_ Drawings 10 of 12.pdf | ||
| Attachment D11_ Drawings 11 of 12.pdf |
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Text version
EI001
ELECTRICAL ABBREVIATIONS,
SYMBOLS, AND LEGENDS
04.28.202105.26.2021
GENERAL
SHEET 24 of 421
TYPICAL DETAILS
Concourse Federal Group 11755 Wilshire Blvd, Suite 1250 Los Angeles CA 90025
EHRM INFRASTRUCTURE
UPGRADES -
PVAHCS - Carl T Hayden Medical Center 650 E Indian School Road Phoenix AZ 85012
644-20-201
Revisions: Date:
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMP
321 4 5 6 7 8 9 10
BI
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Ph oe ni x
EH
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-2 0-
BL
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9/ 6/
0:
:4
AM
CCSTEAM
4365 E. PECOS RD. - GILBERT, AZ. 85295
(602) 619-9710 - VOICE
OLYMPUS CONSTRUCTION MANAGEMENT
GENERAL NOTES:
KEYED NOTES:
04.01.2021
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
FRONT OF RACKS
7'-0"
FINISHED FLR
DOUBLE SIDED VERTICAL
CABLE MANAGEMENT
EQUIPMENT RACK
TO TRAY KIT
RACK USING RACK
MOUNT CABLETRAY TO
CABLOFIL 12"Wx4"D
LC
LC
3/8" THREADED ROD
TO DECK ABOVE
PENETRATIONS.
6" AFF
SYSTEM TO FIRESTOP THROUGH
6" MAX AFF. USE QUALIFIED
TERMINATE STUBS
4"C. (TYP)
RACK TO RUNWAY KIT
6' ON CENTER
MOUNT TRAPEZE EVERY
HANGING CLIP (TYP 2)
TRAPEZE
HUBBELL 24"W x 2"D
PLYWOOD, PAINTED WITH
3/4"x4'x8' FIRE RATED
TYP 3 PER ROW
MTD 5" AFF. (FBOT)
RETARDANT PAINT AND
TWO COATS OF FIRE
5"
BRACKET
TERMINATION
SPLICE WASHER
KIT (TYP 4)
7'-0"
TERMINATION
BRACKET
RACKS (STATION)
TO TELECOM
CABLEXIT
TYP 3 PER ROW
24"
TYP
HUBBELL 24"W x 2"D
3/4"x4'x8' FIRE RATED
PLYWOOD, PAINTED WITH
TWO COATS OF FIRE
RETARDANT PAINT AND
FINISHED FLR
6"
MTD 5" AFF. (FBOT)
2" .75"3.25"
6"
4"C. (TYP)
TERMINATE STUBS
6" MAX AFF. USE QUALIFIED
SYSTEM TO FIRESTOP THROUGH
PENETRATIONS.
STI FIRESTOP
SEE SHEET T802 FOR DETAILS
SCALE:
T8.1
CABLETRAY TO EQUIPMENT RACK DETAIL AT WALL
NTS SCALE:
T8.1
EQUIPMENT RACK TYPICAL SIDE ELEVATION
NTS
SUPPORT GROUNDING CABLE
CLIP EVERY 2.5 FEET TO
** USE PLASTIC CABLE
EACH SECTION OF CABLETRAY
** USE ONE GROUNDING LUG WITH
GROUNDING LUG
12" X 4" CABLETRAY
FAST SPLICE
NOTE:
SIDE OF CABLETRAY.
USE TWO (2) SPLICES ON EACH
PRE-PRINTED UNIQUE
LABELS 6 INCHES FROM TERMINATION, BOTH
PRE-PRINTED UNIQUE WRAPAROUND ADHESIVE
ENDS OF ALL LOW VOLTAGE CABLE.
XXX-YZZ
XXX
XXX
XXX
ADHESIVE WRAPAROUND LABEL
LABEL SEQUENCE: TR(#)-PATCH(#)PORT(#)
SCALE:
T8.1
CABLE LABELING DETAIL
NTS
SCALE:
T8.1
FAST SPLICE DETAIL
NTS
PRE-PRINTED UNIQUE
ADHESIVE WRAPAROUND LABEL
XXX-YZZ
TN501
04.28.202105.26.2021
SHEET 25 of 421
FOOTER
11 12"
16"16"
TO CABLE BASKET
1 IN. CONDUIT
SCALE: SCALE:
EMT CONDUIT WITH BUSHED ENDS
FIRE SEAL BY CONDUIT INSTALLER
APPROVED PLENUM RATED CABLE
3" MAX
FIRE SEAL WITH APPROVED
CAULK OR PUTTY BY CABLE
INSTALLER
SCALE:
A
A
SECTION A-A
24" O.C.
SCALE:
CABLE BASKET
(TYP.)
LAY-IN CEILING
FIRESTOP ASSEMBLY
SEE DETAIL 3/T802
4" (MIN)
T802
CABLE BASKET/CABLE BASKET THRU WALL SECTION - FIRESTOP - STI SERIES 44
NTS
T802
THRU WALL FIRESTOP ASSEMBLY - - STI SERIES 44
NTS
T802
CONDUIT THRU FIRE RATED WALL - SECTION
NTS
T802
STANDARD NETWORK OUTLET
NTS
COMMUNICATIONS OUTLET BOX
4-11/16"Wx4-11/16"Hx2-1/8"D
SQUARE BOX RACO 265 W/SINGLE
DEVICE COVER (OR EQUAL)
LEVEL OF FINISHED
FLOOR
SCALE:
CABLOFIL 12" X 4" CABLE
BASKET
3/8"-16 ALL THREADED ROD W/
THREADED ROD PROTECTOR
SCALE:
5/16-18 X 2 1/4" J-BOLT
W/ 5/16-18 HEX NUTS AND LOCK WASHERS
CABLOFIL 12" X 4" CABLE
BASKET
T802
CABLE BASKET - WALL MOUNTING ANGLE
NTS
T802
CABLE BASKET SUPPORT - SINGLE
NTS
TYPICAL DETAILS
Concourse Federal Group 11755 Wilshire Blvd, Suite 1250 Los Angeles CA 90025
EHRM INFRASTRUCTURE
UPGRADES -
PVAHCS - Carl T Hayden Medical Center 650 E Indian School Road Phoenix AZ 85012
644-20-201
Revisions: Date:
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMP
321 4 5 6 7 8 9 10
BI
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Ph oe ni x
EH
R M
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-2 0-
BL
D
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8_ A.
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9/ 6/
0:
:4
AM
CCSTEAM
4365 E. PECOS RD. - GILBERT, AZ. 85295
(602) 619-9710 - VOICE
OLYMPUS CONSTRUCTION MANAGEMENT
GENERAL NOTES:
KEYED NOTES:
04.01.2021
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED TN502
04.28.202105.26.2021
SHEET 26 of 421
SCALE: SCALE:
5/16-18 X 2 1/4" J-BOLT
W/ 5/16-18 HEX NUTS AND LOCK WASHERS
CABLE RUNWAY
CABLE RUNWAY
5/16-18 X 2 1/4" J-BOLT
W/ 5/16-18 HEX NUTS AND LOCK WASHERS
ANGULAR WALL
SUPPORT BRACKET
NOTES:
1. BRACKET SPACING 8' O.C. 2' @ THE CORNERS.
2. ATTACH TO DRYWALL W/ 1/2" X 2 1/2" MUSHROOM HEAD
TOGGLE BOLT.
3. ATTACH TO CONCRETE W/ 1/2" HOLLOW SET DROP IN
ANCHOR, 1/2" X 1" HEX HEAD FLANGE SCREW.
SCALE:
SCALE:
CABLE RUNWAY
CABLE RUNWAY
BUTT SPLICE KIT
JUNCTION
SPLICE KIT
THREADED ROD COVER
SCALE:
NOTES:
1. HANGER SPACING 5' O.C.
T803
CABLE RUNWAY - THREADED ROD HANGER
NTS
T803
CABLE RUNWAY - BUTT SPLICE
NTS
T803
CABLE RUNWAY - JUNCTION SPLICE
NTS
T803
CABLE RUNWAY - TRIANGULAR SUPPORT BRACKET
NTS
T803
CABLE RUNWAY - WALL MOUNTING ANGLE
NTS
TYPICAL DETAILS
Concourse Federal Group 11755 Wilshire Blvd, Suite 1250 Los Angeles CA 90025
EHRM INFRASTRUCTURE
UPGRADES -
PVAHCS - Carl T Hayden Medical Center 650 E Indian School Road Phoenix AZ 85012
644-20-201
Revisions: Date:
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMP
321 4 5 6 7 8 9 10
BI
M
Ph oe ni x
EH
R M
/6
-2 0-
BL
D
G
8_ A.
rv t
9/ 6/
0:
:4
AM
CCSTEAM
4365 E. PECOS RD. - GILBERT, AZ. 85295
(602) 619-9710 - VOICE
OLYMPUS CONSTRUCTION MANAGEMENT
GENERAL NOTES:
KEYED NOTES:
04.01.2021
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED TN503
04.28.202105.26.2021
SHEET 27 of 421
TYPICAL DETAILS
Concourse Federal Group 11755 Wilshire Blvd, Suite 1250 Los Angeles CA 90025
EHRM INFRASTRUCTURE
UPGRADES -
PVAHCS - Carl T Hayden Medical Center 650 E Indian School Road Phoenix AZ 85012
644-20-201
Revisions: Date:
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMP
321 4 5 6 7 8 9 10
BI
M
Ph oe ni x
EH
R M
/6
-2 0-
BL
D
G
8_ A.
rv t
9/ 6/
0:
:4
AM
CCSTEAM
4365 E. PECOS RD. - GILBERT, AZ. 85295
(602) 619-9710 - VOICE
OLYMPUS CONSTRUCTION MANAGEMENT
REFERENCE ARCHITECTURAL AND ELECTRICAL SHEETS FOR ALL DOOR TYPES,
ENCLOSURES, FRAME DETAILS AND PATHWAYS. DETAILS SHOWN ON THIS SHEET ARE
DIAGRAMMATIC ONLY AND TO BE USED AS REFERENCE FOR TERMINATION PURPOSES
ONLY.
GENERAL NOTES:
ONE (1) COMPOSITE CABLE FOR CARD READER, RTE AND DOOR CONTACTS:
1. ONE (1) 18/4
2. TWO (1) 22/4
3. ONE (1) 22/6
KEYED NOTES:
04.01.2021
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
FINISH CEILING
FINISH FLOOREXTERIOR VIEW
FINISH CEILING
FINISH FLOORINTERIOR VIEW
JUNCTION
BOX
TO ACCESS
CONTROL HEAD-END
JUNCTION
BOX
DUAL
AUTHENTICATION
CARD READER AND
PIN NUMBER
(EXTERIOR)
TO ACCESS
CONTROL HEAD-END
(1) 3 4"C
BY OTHERS
(1) 3 4"C
BY OTHERS
(1) 3 4"C
BY OTHERS
ELECTRIFIED HINGE AND
CRASH BAR (PROVIDED BY
OTHERS) ELECTRIC HINGE
(1) 3 4"C
BY OTHERS
(1) 3 4"C
BY OTHERS
ELECTRIC HINGE
(1) 3 4"C
BY OTHERS
(1) 3 4"C
BY OTHERS
FINISH CEILING
FINISH FLOOR
DUAL
AUTHENTICATION
CARD READER AND
PIN NUMBER
(EXTERIOR)
FINISH CEILING
FINISH FLOOR
ELECTRIC STRIKE
(PROVIDED BY
OTHERS)
INTERIOR VIEW EXTERIOR VIEW
ELECTRIC STRIKE
(PROVIDED BY
OTHERS)
JUNCTION
BOX
TO ACCESS
CONTROL HEAD-END
(1) 3 4"C
DROP ABOVE CEILING
DOOR CONTACT
(1) 3 4"C
DROP ABOVE CEILING
DOOR CONTACT
SCALE:
T8.3
DUAL CARD ACCESS DOOR TYPICAL DETAIL
NTS
SCALE:
T8.3
SINGLE CARD ACCESS DOOR TYPICAL DETAIL
NTS
TN504
04.28.202105.26.2021
SHEET 28 of 421
FIBER OPTIC BACKBONE RISER
DIAGRAM - BUILDING 1Concourse Federal Group
11755 Wilshire Blvd, Suite 1250 Los Angeles CA 90025
EHRM INFRASTRUCTURE
UPGRADES -
PVAHCS - Carl T Hayden Medical Center 650 E Indian School Road Phoenix AZ 85012
644-20-201
Revisions: Date:
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMP
321 4 5 6 7 8 9 10
BI
M
Ph oe ni x
EH
R M
/6
-2 0-
BL
D
G
8_ A.
rv t
9/ 6/
0:
:4
AM
CCSTEAM
4365 E. PECOS RD. - GILBERT, AZ. 85295
(602) 619-9710 - VOICE
OLYMPUS CONSTRUCTION MANAGEMENT
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
FIFTH FLOOR
SIXTH FLOOR
DATA CENTER
TR
1411 (1609A)
TR
S000A
TR
E104D
TR
TRS-200A
TR
TRS-300A
TR
TRS-400A
TR
TRS-500A
TR
TRS-600A
BASEMENT LEVEL
TR
TRN-200A
TR
TRN-300A
TR
TRN-400A
TR
1321A
TR
TR
C185
TR
TR
K132
TR
K131
3 1
2 2 2 2 4
DO NOT TERMINATE BUNDLED CABLES IN EACH CLOSET. MULTIPLE FIBER OPTIC CABLES
ARE BUNDLES AND PASSED THROUGH TR STACKS (ROOMS) TO SERVE MULTIPLE
FLOORS. PROVIDE AND INSTALL ONE (1) 24-STRAND ARMORED SM FIBER OPTIC CABLE
TO EACH TR.
BACKBONE FIBER 'A' AND 'B' ARE TO BE ROUTED WITHIN SEPARATE CONDUIT
PATHWAYS AND DISTRIBUTED FROM SEPARATE ENDS OF EACH TR
TR
C221
TR
C321
TR
C421A
1 1
1 1
1 1
TR
DCC4B
TR
C612
TR
C129
GENERAL NOTES:
ONE (1) EACH 24-STRAND OM4 ARMORED MULTI-MODE & 12-STRAND OS1
ARMORED SINGLE MODE FIBER OPTIC CABLE.
TWO (2) EACH 24-STRAND OM4 ARMORED MULTI-MODE & 12-STRAND OS1
ARMORED SINGLE MODE FIBER OPTIC CABLE.
THREE (3) EACH 24-STRAND OM4 ARMORED MULTI-MODE & 12-STRAND OS1
ARMORED SINGLE MODE FIBER OPTIC CABLE.
FOUR (4) EACH 24-STRAND OM4 ARMORED MULTI-MODE & 12-STRAND OS1
ARMORED SINGLE MODE FIBER OPTIC CABLE.
FIVE (5) EACH 24-STRAND OM4 ARMORED MULTI-MODE & 12-STRAND OS1
ARMORED SINGLE MODE FIBER OPTIC CABLE.
SIX (6) EACH 24-STRAND OM4 ARMORED MULTI-MODE & 12-STRAND OS1
ARMORED SINGLE MODE FIBER OPTIC CABLE.
SEVEN (7) EACH 24-STRAND OM4 ARMORED MULTI-MODE & 12-STRAND OS1
ARMORED SINGLE MODE FIBER OPTIC CABLE.
EIGHT (8) EACH 24-STRAND OM4 ARMORED MULTI-MODE & 12-STRAND OS1
ARMORED SINGLE MODE FIBER OPTIC CABLE.
ONE (1) EACH 24-STRAND OM4 ARMORED MULTI-MODE & 12-STRAND OS1
(UNDERFLOOR).
KEYED NOTES:
04.01.2021
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
FIBER 'A'
FIBER 'A' FIBER 'B'
FIBER 'B'
FIBER 'B'
FIBER 'B'
FIBER 'B'
FIBER 'B' FIBER 'A'
FIBER 'B'
FIBER 'A'
FIBER 'A'
FIBER 'B'
FIBER 'B'
FIBER 'B'
FIBER 'A'
FIBER 'B'FIBER 'B'
FIBER 'A' FIBER 'B' FIBER 'A'
FIBER 'B'
FIBER 'A/B'
FIBER 'A'/'B' FIBER 'A'/'B' FIBER 'A'/'B' FIBER 'A'/'B' FIBER 'A'/'B'
FIBER 'A/B'
FIBER 'A'/'B'
FIBER 'A'/'B'
FIBER 'A/B'
TN601
04.28.202105.26.2021
SHEET 29 of 421
FIBER OPTIC BACKBONE RISER
DIAGRAM - BUILDINGS 2 / 8Concourse Federal Group
11755 Wilshire Blvd, Suite 1250 Los Angeles CA 90025
EHRM INFRASTRUCTURE
UPGRADES -
PVAHCS - Carl T Hayden Medical Center 650 E Indian School Road Phoenix AZ 85012
644-20-201
Revisions: Date:
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMP
321 4 5 6 7 8 9 10
BI
M
Ph oe ni x
EH
R M
/6
-2 0-
BL
D
G
8_ A.
rv t
9/ 6/
0:
:4
AM
CCSTEAM
4365 E. PECOS RD. - GILBERT, AZ. 85295
(602) 619-9710 - VOICE
OLYMPUS CONSTRUCTION MANAGEMENT
FIRST FLOOR
DATA CENTER
TR
1411 (1609A)
TR
A2446
TR
A2208
TR
A1034
TR
A0115
BUILDING 1
TR
A2021
TRTR
A1218
TRTR
A1428
TR
BUILDING 8
TR
A0600
SECOND FLOOR
BASEMENT LEVEL
DO NOT TERMINATE BUNDLED CABLES IN EACH CLOSET. MULTIPLE FIBER OPTIC CABLES
ARE BUNDLES AND PASSED THROUGH TR STACKS (ROOMS) TO SERVE MULTIPLE
FLOORS. PROVIDE AND INSTALL ONE (1) 24-STRAND ARMORED SM FIBER OPTIC CABLE
TO EACH TR.
BACKBONE FIBER 'A' AND 'B' ARE TO BE ROUTED WITHIN SEPARATE CONDUIT
PATHWAYS AND DISTRIBUTED FROM SEPARATE ENDS OF EACH TR
GENERAL NOTES:
TWO (2) EACH 24-STRAND OM4 ARMORED MULTI-MODE & 12-STRAND OS1
ARMORED SINGLE MODE FIBER OPTIC CABLE.
FOUR (4) EACH 24-STRAND OM4 ARMORED MULTI-MODE & 12-STRAND OS1
ARMORED SINGLE MODE FIBER OPTIC CABLE.
SIX (6) EACH 24-STRAND OM4 ARMORED MULTI-MODE & 12-STRAND OS1
ARMORED SINGLE MODE FIBER OPTIC CABLE.
KEYED NOTES:
04.01.2021
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
FIBER 'A/B'
FIBER 'A/B'
FIBER 'A/B'
FIBER 'A/B'FIBER 'A/B'FIBER 'A/B'
FIBER 'A/B'
FIBER 'A/B'
FIBER 'A/B'
FIBER 'A/B'
TN602
04.28.202105.26.2021
SHEET 30 of 421
Phoenix VA Healthcare System Carl T. Hayden Medical Center
650 E Indian School Rd, Phoenix AZ 85012
Indian School RdIndian School Rd
E Osborn Rd
N C en tr a l A ve
N th S t
N th
S t
N th
S t
E Camelback Rd
E Meadowbrook Ave
Grand Canal
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMP
321 4 5 6 7 8 9 10
DEPARTMENT OF VETERNS AFFAIRS
100% CD SUBMISSION
SITE MAPDESIGN TEAM
SHEET OF
SHEET INDEX
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
B
IM
/P h o e n ix
E H
R M
/6
-2
-2
B
L D
G
A .r v t
/2
/2
:1
:3
P
M
01-GI001
COVER SHEET
Concourse Federal Group
123 S. Royal Street
Alexandria, VA 22314
EHRM INFRASTRUCTURE
UPGRADES 01
05.26.2021
PVAHCS - Carl T Hayden Medical Center 650 E Indian School Road Phoenix AZ 85012
EHRM INFRASTRUCTURE UPGRADES
MAY 26, 2021
PVAHCS - Carl T Hayden Medical Center
644-20-201
Building 01
N
OWNER
Phoenix VA Health Care System, Carl T. Hayden Medical Center James Larson, Contracting Officer Representative james.larson2@va.gov
VA Network 22 Contracting Office, Long Beach, CA Steven Covell, Contracting Officer steve.covell@va.gov
ARCHITECT/PRIME CONTRACT
Concourse Federal Group 123 S. Royal Street Alexandria, Virginia 22314
Tim Hower, PE, PMP, MBA, Project Manager thower@awensolutions.com Ann Turner, Deputy Project Manager aturner@awensolutions.com Gene Klow, Principal Architect gklow@awensolutions.com Clark Garrett, AIA, NCARB, CSI, CDT cgarrett@awensolutions.com Christy Winson, NCIDQ, Interior Designer cwinson@awensolutions.com Matt Shuba, AIA mshuba@awensolutions.com Dawn Harrington dharrington@awensolutions.com Anna Kim akim@awensolutions.com Caz Rebach crebach@awensolutions.com Marshall Contino, Concourse A|E Vice President mcontino@awensolutions.com
STRUCTURAL ENGINEER
Gregory P Luth & Associates, Inc 3350 Scott Blvd, Santa Clara, CA 95054
Greg Luth greg@gplainc.com Trupti Sonavane, AIA trupti@gplainc.com Bala Surampudi bala@gplainc.com
FIRE PROTECTION
Coffman Engineers 8171 Maple Lawn Blvd #250, Fulton, MD 20759
Scott Knight, PE, Engineer scott.knight@coffman.com
MECHANICAL/ELECTRICAL ENGINEER
DHE Engineering 3300 N. Central Ave. 3300 Tower Suite, 1520, Phoenix, AZ 85012
Nate Jones, P.E., Principal, Electrical Engineer njones@dheeng.com Kory Young, EIT, Senior Mechanical Engineer kyoung@dheeng.com Jasper Lim, Electrical Engineer jlim@dheeng.com
LOW-VOLTAGE DESIGN
Olympus Construction Management 4365 E Pecos Rd Ste 120, Gilbert, AZ 85295
Chris Stowers, Project Manager chris.stowers@olympusCM.com
SEE SHEET 01-GI002 FOR SHEET INDEX
Revisions: Date: 05.26.2021 SHEET 31 of 421
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMP
321 4 5 6 7 8 9 10
SHEET OF
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
B
IM
/P h o e n ix
E H
R M
/6
-2
-2
B
L D
G
A .r v t
/2
/2
:1
:3
P
M
01-GI002
GENERAL NOTES, CODE
REQUIREMENTS, AND SHEET INDEXConcourse Federal Group
123 S. Royal Street
Alexandria, VA 22314
EHRM INFRASTRUCTURE
UPGRADES 01
05.26.2021
PVAHCS - Carl T Hayden Medical Center 650 E Indian School Road Phoenix AZ 85012
644-20-201
BUILDING CLASSIFICATION:
BASIC OCCUPANCY GROUP(S):
(NFPA 101 6.1.5)
OCCUPANCY GROUP I
CONSTRUCTION TYPE:
(EXISTING)
TYPE II 222, SPRINKLERED
BASIC ALLOWABLE AREA:
(222 FULLY SPRINKLERED)
OCCUPANCY GROUP I-2 – UNLIMITED
ACTUAL HEIGHT
8 STORY HOSPITAL + PARTIAL BASEMENT
MINIMUM FIRE RESISTIVE REQUIREMENTS:
(NFPA 220, TABLE 4.1.1) (APPLICABLE ELEMENTS)
ELEMENT RATING
STRUCTURAL FRAME 2-HOUR (Y710, U424)
STRUCTURAL FRAME, SUPPORTING ROOF ONLY 1-HOUR (Y710, U424)
FLOORS AND FLOOR/CEILINGS 2-HOUR (H505)
ROOFS AND ROOF/CEILINGS 1-HOUR (H505)
HORIZONTAL EXIT 2-HOUR
SMOKE BARRIER (COMPARTMENTS) 1/2-HOUR
HAZARDOUS AREA SEPARATIONS 1-HOUR
SOILED LINEN ROOMS 1-HOUR
STORAGE ROOMS > 100 SF 1-HOUR
CORRIDORS
(NFPA 101 CHAPTER 38.3.6.1)
EXCEPTION 3, WITHIN BUILDINGS PROTECTED THROUGHOUT
BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM, 1-HOUR
FIRE RESISTANCE RATING IS NOT REQUIRED.
STEEL FIREPROOFING; SQUARE AND RETANGULAR HSS
1. SPRAY-APPLIED FIRE RESISTIVE MATERIALS: UL Y710
2. ENCAPSULATED IN 2-HR WALL CONSTRUCTION: UL U424
3. ENCAPSULATED IN 2-HR FLOOR/CEILING CONSTRUCTION: UL H505
MAXIMUM TRAVEL DISTANCE TO EXITS
(NFPA 101, CHAPTER 39)
TRAVEL DISTANCE 200-FEET
COMMON PATH OF TRAVEL 100-FEET
DEAD-END CORRIDOR 50-FEET
FIRE SUPPRESSION
THE FACILITY WILL BE FULLY SPRINKLERED PER NFPA 13
HANDHELD FIRE SPRINKLERS WILL BE INSTALLED IN EACH IDF ROOM
OCCUPANT LOAD CALCULATIONS:
(PER NFPA 101, Table 7.3.1.2)
BUSINESS USE: 150 SF/OCC
INPATIENT TREATMENT DEPARTMENTS: 250 SF/OCC
SLEEPING DEPARTMENTS: 120 SF/OCC
AMBULATORY HEALTH CARE: 150 SF/OCC
USE 120 SF PER OCCUPANT (MOST RESTRICTIVE)
EXISTING EXIT SYSTEM CAPACITY
BASEMENT: ~49,633 SF, NO ADDED AREA
1ST FLOOR: ~67,120 SF (WINGS C, D, & E), NO ADDED AREA
2ND FLOOR: ~55,715 SF (WINGS C, D, & E), 677 ADDED AREA
EXISTING OCC LOAD: 465, ADDED OCC LOAD: 6
EXISTING STAIR CAPACITY FACTOR: 465x0.3=139.5 EXISTING DOOR CAPACITY FACTOR: 465x0.2=93.0*
EXISTING CAPACITY: 210 (STAIRS 1, 2, 3, 6, & 7) (*FROM DR WIDTH)
ADDED CAPACITY FACTOR: 6x0.2=1.2, THERFORE OK
3RD FLOOR: ~55,678 SF (WINGS C, D, & E), 677 ADDED AREA
EXISTING OCC LOAD: 464, ADDED OCC LOAD: 6
EXISTING STAIR CAPACITY FACTOR: 464x0.3=139.2 EXISTING DOOR CAPACITY FACTOR: 464x0.2=92.8*
EXISTING CAPACITY: 210 (STAIRS 1, 2, 3, 6, & 7) (*FROM DR WIDTH)
ADDED CAPACITY FACTOR: 6x0.2=1.2, THERFORE OK
4TH FLOOR: ~55,678 SF (WINGS C, D, & E), 677 ADDED AREA
EXISTING OCC LOAD: 464, ADDED OCC LOAD: 6
EXISTING STAIR CAPACITY FACTOR: 464x0.3=139.2 EXISTING DOOR CAPACITY FACTOR: 464x0.2=92.8*
EXISTING CAPACITY: 210 (STAIRS 1, 2, 3, 6, & 7) (*FROM DR WIDTH)
ADDED CAPACITY FACTOR: 6x0.2=1.2, THERFORE OK
5TH FLOOR: ~30,654 SF (WINGS C, & D, 321 ADDED AREA
EXISTING OCC LOAD: 256, ADDED OCC LOAD: 3
EXISTING STAIR CAPACITY FACTOR: 256x0.3=76.8 EXISTING DOOR CAPACITY FACTOR: 465x0.2=51.2*
EXISTING CAPACITY: 126 (STAIRS 1, 2, & 3) (*FROM DR WIDTH)
ADDED CAPACITY FACTOR: 3x0.2=0.6, THERFORE OK
6TH FLOOR: ~30,654 SF (WINGS C, & D, 321 ADDED AREA
EXISTING OCC LOAD: 256, ADDED OCC LOAD: 3
EXISTING STAIR CAPACITY FACTOR: 256x0.3=76.8 EXISTING DOOR CAPACITY FACTOR: 465x0.2=51.2*
EXISTING CAPACITY: 126 (STAIRS 1, 2, & 3) (*FROM DR WIDTH)
ADDED CAPACITY FACTOR: 3x0.2=0.6, THERFORE OK
STAIR 1: 48" WIDE, 42" DOOR STAIR 2: 48" WIDE, 42" DOOR
STAIR 3: 48" WIDE, 42" DOOR STAIR 6: 60" WIDE, 42" DOOR
STAIR 7: 48" WIDE, 42" DOOR
EXPANDED SMOKE COMPARTMENT ZONES
2ND FLOOR
SMOKE ZONE 2DC: ~6,8198 SF (INCLUDES ADDED SOUTH TR TOWER)
SMOKE ZONE 2E: ~15,687 SF (NO SLEEPING) (INCLUDES ADDED NORTH TR TOWER)
3RD FLOOR
SMOKE ZONE 3DC: ~6,8198 SF (NO SLEEPING) (INCLUDES ADDED SOUTH TR TOWER)
SMOKE ZONE 3E: ~17,753 SF (NO SLEEPING) (INCLUDES ADDED NORTH TR TOWER)
4TH FLOOR
SMOKE ZONE 4DC: ~8,703 SF (NO SLEEPING) (INCLUDES ADDED SOUTH TR TOWER)
SMOKE ZONE 4E: ~8,748 SF (NO SLEEPING) (INCLUDES ADDED NORTH TR TOWER)
5TH FLOOR
SMOKE ZONE 5DC: ~7,067 SF (NO SLEEPING) (INCLUDES ADDED SOUTH TR TOWER)
6TH FLOOR
SMOKE ZONE 6D: ~16,407 SF (NO SLEEPING) (INCLUDES ADDED SOUTH TR TOWER)
GENERAL
1. ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, DRAWINGS, AND
PROJECT MANUAL, INCLUDING THESE GENERAL NOTES. THE CONTRACTOR SHALL
COORDINATE THE INTENT OF THE GENERAL NOTES WITH ALL TRADES. ALL WORK
PERFORMED SHALL COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS
OF PUBLIC AUTHORITIES GOVERNING THE WORK.
2. THE PROJECT MANUAL, BOUND SEPARATELY, IS A PART OF THE CONTRACT DOCUMENTS.
3. THE ORGANIZATION OF THE DRAWINGS AND PROJECT MANUAL SHALL NOT CONTROL THE
CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE
EXTENT OF WORK TO BE PERFORMED BY ANY TRADE.
4. CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL CONFORM TO THE 2015 IBC AND
CURRENT VA STANDARDS.
5. THE CONTRACTOR SHALL NOTIFY THE COR AND AOR WHERE A CONFLICT OR DISCREPANCY
OCCURS BETWEEN THE CONTRACT DOCUMENT AND ANY OTHER PORTION OF THE
CONTRACT DOCUMENTS, FIELD CONDITIONS OR WHERE ANY CONDITIONS ARISE NOT
COVERED BY THESE DOCUMENTS WHEREIN WORK WILL NOT COMPLY WITH THE
REQUIREMENTS OF THE IBC.
6. THESE DRAWINGS INDICATE IN GENERAL THE PROJECT IN TERMS OF ARCHITECTURAL
DESIGN INTENT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS
AND TYPE OF STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. THE DRAWINGS DO
NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE
AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. AS INDICATED
OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER
EXECUTION AND COMPLETION OF THE WORK.
7. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND TELECOMMUNICATIONS DRAWINGS
AND SPECIFICATIONS FOR ARCHITECTURAL ROUTING OF CONDUIT, PIPING, DUCTWORK ETC.
AT UNDERSIDE OF CONCRETE SLABS. ROUTING SHALL BE ORTHOGONAL, AND LIKE ITEMS
TO BE GANGED AND TO RUN PARALLEL WITH EVEN SPACING TYPICAL. EXACT ROUTING
SHALL BE DETERMINED BY THE CONTRACTOR, AND LAYOUT SHOP DRAWINGS SUBMITTED
FOR ARCHITECTURAL REVIEW AND APPROVAL PRIOR TO INSTALLATION. CONTRACTOR
SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS AND BASES AS
WELL AS POWER AND WATER OR DRAIN INSTALLATIONS WITH EQUIPMENT MANUFACTURERS
BEFORE PROCEEDING WITH THE WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS
OR SUBSTITUTIONS SHALL BE MADE AT NO ADDITIONAL COST.
8. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE
CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING SAME, OR
THEIR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.
9. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL FLOOR/WALL SLEEVES AND
SHAFTS IN CONCRETE SLABS/WALLS WITH MECHANICAL, PLUMBING, FIRE PROTECTION,
ELECTRICAL, STRUCTURAL AND ARCHITECTURAL DRAWINGS AND DISCREPANCIES, IF ANY,
TO BE BROUGHT TO NOTICE OF THE ENGINEER PRIOR TO EXECUTION OF WORK.
10. COORDINATE WORK WITH COR, INCLUDING SCHEDULING TIME AND LOCATIONS FOR
DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF
ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS.
11. THE CONTRACTOR SHALL CONDUCT THEIR OWN SITE SURVEY OF THE EXISTING GROUND
AND CURB ELEVATIONS (LEVELS) AND REPORT ACTUAL ELEVATIONS (LEVELS) TO THE
ENGINEER.
12. CONTRACTOR'S SHOP DRAWINGS SHOULD INDICATE ACTUAL ELEVATIONS (LEVELS).
13. ALL ELEVATIONS (LEVELS) ARE IN FEET AND INCHES.
14. ALL DIMENSIONS ARE IN FEET AND INCHES AND ANGLES IN DEGREES UNLESS OTHERWISE
NOTED.
15. ONLY WRITTEN DIMENSIONS IN ALL CASES SHALL BE FOLLOWED.
16. ALL EXISTING OR PROPOSED ELEVATIONS (LEVELS) AND DIMENSIONS, ON SITE AND ON
DRAWINGS MUST BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE THE
PREPARATION OF SHOP DRAWINGS OR COMMENCEMENT OF ANY ITEM OF WORK ON THE
SITE.
17. ARCHITECTURAL DRAWINGS MUST ALWAYS BE READ IN CONJUNCTION WITH ALL OTHER
RELEVANT SERVICES DRAWINGS AND CONTRACT DOCUMENTS. ANY DISCREPANCY
BETWEEN THESE DRAWINGS AND DOCUMENTS SHOULD BE REPORTED TO THE COR AND
ARCHITECT FOR CLARIFICATION AND VERIFICATION.
18. ALL ALUMINUM TRIMS SHALL BE POWDER COATED FINISH.
19. REFER SCHEDULE OF WALL TYPES FOR DIFFERENT WALL SITUATIONS.
20. ALL SHAFT WALLS TO PROVIDE FOR 2 HRS. FIRE RATING.
21. ALL SHAFTS SHALL BE SEALED AT BOTTOM & TOP TO PROVIDE 2 HRS. FIRE RATING.
22. ALL FIRE DOORS SHALL HAVE SMOKE SEAL INTEGRAL WITH IT.
23. ALL PLUMBING AND HVAC OPENINGS IN FIRE RATED WALLS & SLABS SHALL BE PROVIDED
WITH FIRE SMOKE SEALS OF THE SAME FIRE RATING AS OF THE WALLS & SLABS THEY
PENETRATE THROUGH.
24. CONTRACTOR SHALL LOCATE AND INSTALL ALL ACCESS PANEL IN THE GYPSUM BOARD
CEILING AND WALLS FOR SERVICES ACCESS.
25. FOR AREAS WITHOUT SUSPENDED CEILING HAVING EXPOSED SLAB AND BEAMS, WALL
FINISH MATERIAL SHALL BE FROM FLOOR LEVEL TO BOTTOM OF SLAB LEVEL. (UNLESS
NOTED OTHERWISE)
26. THE CONTRACTOR SHALL SUBMIT SAMPLES AND SHOP DRAWINGS FOR ALL WORKS WITH
ALL NECESSARY DETAILS AND DESIGN INFORMATION FOR APPROVAL.
27. NOTES APPEARING ON VARIOUS DRAWINGS FOR DIFFERENT SYSTEMS AND MATERIALS ARE
TO BE REVIEWED, COORDINATED AND ARE TO BE APPLIED TO ALL RELATED DRAWINGS AND
DETAILS.
FIRE PROTECTION
1. ALL OPENINGS IN SLABS AT MECHANICAL ROOMS (INCLUDING SPACES LEFTOVER IN THE
SHAFTS AFTER INSTALLATION OF DUCTS) MUST BE SEALED OFF WITH NON-COMBUSTIBLE
MATERIALS TO MAINTAIN THE REQUIRED FIRE-RATING CONTINUITY OF THE FLOOR
CONSTRUCTION. CONTRACTOR SHALL SUBMIT SHOP-DRAWINGS FOR APPROVAL FOR ALL
SUCH CASES.
2. ALL OPENINGS AT SLABS, WALLS SHALL BE SEALED OFF (FILLED) WITH NON-COMBUSTIBLE
MATERIALS TO MAINTAIN THE REQUIRED FIRE RATING CONTINUITY OF THE FLOOR, WALL
CONSTRUCTION. ALL HOLES, INCLUDING THOSE FOR MECHANICAL, AND ELECTRICAL
FACILITIES WHICH ARE LOCATED ON FLOOR SLAB, PARTITIONS AND WALLS MUST BE FILLED
WITH NON-COMBUSTIBLE MATERIALS TO PROVIDE REQUIRED FIRE RATING AND SHALL BE
SEALED AGAINST PASSAGE OF SMOKE AND FLAME.
3. A FINISH OR FIRE RATING INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH OF WALL
IS TO BE FINISHED OR FIRE RATED.
4. FIRE RATED ASSEMBLIES SHALL BE PER TABLE 721.1(1), GENERIC ASSEMBLIES OF GYPSUM
HANDBOOK, OR HAVE ICC APPROVAL.
5. PENETRATIONS OF FIRE RESISTANCE-RATED HORIZONTAL ASSEMBLIES AND FIRE
RESISTANCE RATED WALLS SHALL COMPLY WITH SECTION 714 OF THE IBC, INCLUDING FIRE
DAMPERS AND SMOKE DAMPERS WHERE REQUIRED.
6. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL OUTLET BOXES ARE PERMITTED
PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE-RATED
ASSEMBLIES AND THE BOX DOES NOT EXCEED 1/8" UNLESS LISTED OTHERWISE.
METAL WORKS
1. ALL MILD STEEL WORKS SHOWN ON THE CONTRACT DRAWINGS/DETAILS SHALL BE PRIMED
AND SHALL BE PAINTED WITH TWO COATS OF EPOXY PAINT.
2. STEEL ELEMENTS NOT SHOWN IN THE CONTRACT DRAWINGS BUT ARE DEEMED NECESSARY
FOR THE SATISFACTORY COMPLETION OF THE WORKS SHALL BE GALVANIZED STEEL
PRIMED & PAINTED WITH TWO COATS OF EPOXY PAINT FOR ALL INTERIOR SITUATIONS AND
STAINLESS STEEL (#316) FOR ALL EXTERIOR SITUATIONS.
3. ALL WELDED STEEL JOINTS SHALL BE GRINDED SMOOTH, PRIMED & PAINTED.
4. ALL WELDING SHALL BE OF SUITABLE TYPE TO STEEL WORKS.
EXTERIOR ENVELOPE
1. THE EXTERIOR WALL AS SHOWN SHALL BE COMPLETE SYSTEM INCLUDING ALL HOT DIPPED
GALVANIZED STEEL SUPPORTS, STIFFENERS, FASTENERS, SEALANT, JOINERY, MISC, PIECES, AND MATERIAL THICKNESS AS REQUIRED TO FORM HIGH QUALITY SYSTEM IN ACCORDANCE
WITH THE SPECIFICATIONS AND THE PROFILES SHOWN.
2. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC
DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE COR AND
ARCHITECT BEFORE PROCEEDING WITH WORK.
3. ALL DETAILS ARE TO BE COORDINATED WITH THE STRUCTURAL FRAMING, INTERIOR
FINISHES AND OTHER RELATED BUILDING COMPONENTS IN ORDER TO PROVIDE A COMPLETE
ENCLOSURE OF FINISH MATERIALS.
4. THE ANCHORAGE ANGLES, SHAPES AND DETAILS ARE SUGGESTIVE AND ARE TO BE
ENGINEERED AND DETAILED AS REQUIRED. THE CONTRACTOR IS TO COORDINATE ALL
ANCHORAGE DETAILS WITH APPROPRIATE TRADES.
5. ALL FASTENERS ARE TO BE CONCEALED, EXCEPT AS SPECIFICALLY SHOWN. ALL BUTT
JOINTS ARE TO HAVE CONCEALED BACK-UP ROD WITH CAPTIVE SEALANT.
6. ATTACHMENT AND DETAILS FOR THE EXTERIOR WALL AND EXTERIOR GLASS SYSTEMS ARE
SHOWN SCHEMATICALLY AND TOGETHER WITH THE SPECIFICATIONS AND THE PROFILES
SHOWN ARE INTENDED TO ESTABLISH PERFORMANCE AND MATERIAL QUALITIES DESIRED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEVELOPMENT OF FINAL EXTERIOR
WALL DETAILS TO ACCOMMODATE THE FABRICATION, ERECTION AND INSTALLATION OF THE
WORK IN ACCORDANCE WITH THE DESIGN INTENT SHOWN.
7. SEALANT DRAINAGE SYSTEM GASKETS AND WATERPROOFING MEMBRANE SHALL BE
ASSEMBLED IN SUCH A MANNER TO PROVIDE A HIGH-QUALITY WEATHERPROOF BUILDING
ENCLOSURE.
8. COLOR OF SEALANT SHALL MATCH ADJACENT MATERIALS OR AS SPECIFIED BY THE
ARCHITECT.
9. COORDINATE LOCATION OF EXTERIOR WALL ANCHORS, SEALANT POSITIONS WITH
ADJACENT WORK INCLUDING MATERIALS AND OTHER CONTIGUOUS SEALANTS.
10. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER AS
REQUIRED TO PREVENT MOLECULAR BREAKDOWN.
ARCHITECTURAL GENERAL NOTES CODE ANALYSIS
SHEET
NUMBER SHEET NAME
13-ELECTRICAL
01-E100 ELECTRICAL POWER PLAN - BASEMENT
01-E101 ELECTRICAL POWER PLAN - 1ST FLOOR
01-E102 ELECTRICAL POWER PLAN - 2ND FLOOR
01-E103 ELECTRICAL POWER PLAN - 3RD FLOOR
01-E104 ELECTRICAL POWER PLAN - 4TH FLOOR
01-E105 ELECTRICAL POWER PLAN - 5TH FLOOR
01-E106 ELECTRICAL POWER PLAN - 6TH FLOOR
01-E107 ELECTRICAL POWER PLAN - 7TH FLOOR
01-EL401 ENLARGED ELECTRICAL LIGHTING PLANS SOUTH TR
TOWER
01-EL402 ENLARGED ELECTRICAL LIGHTING PLANS SOUTH TR
TOWER
01-EL403 ENLARGED ELECTRICAL LIGHTING PLANS NORTH TR
TOWER
01-EL404 ENLARGED ELECTRICAL LIGHTING PLANS
01-EL405.1 ENLARGED ELECTRICAL LIGHTING PLANS
01-EL406.1 ENLARGED ELECTRICAL LIGHTING PLANS
01-EL406.2 ENLARGED ELECTRICAL LIGHTING PLANS
01-EP401 ENLARGED ELECTRICAL POWER PLANS SOUTH TR
TOWER
01-EP402 ENLARGED ELECTRICAL POWER PLANS SOUTH TR
TOWER
01-EP403 ENLARGED ELECTRICAL POWER PLANS NORTH TR
TOWER
01-EP404 ENLARGED ELECTRICAL POWER PLANS
01-EP405.1 ENLARGED ELECTRICAL POWER PLANS
01-EP405.2 ENLARGED ELECTRICAL POWER PLANS
01-EP405.3 ENLARGED ELECTRICAL POWER PLANS
01-EP406 ENLARGED ELECTRICAL POWER PLANS
01-EP406.1 ELECTRICAL POWER PLANS - 2ND FLOOR
01-EP408 ENLARGED POWER PLANS NORTH AND SOUTH TR
TOWERS
01-EK601 ELECTRICAL PANEL SCHEDULES
01-EK602 ELECTRICAL PANEL SCHEDULES
01-EK603 ELECTRICAL PANEL SCHEDULES
01-EK604 ELECTRICAL PANEL SCHEDULES
01-EK605 ELECTRICAL PANEL SCHEDULES
01-EK606 ELECTRICAL PANEL SCHEDULES
01-EK607 ELECTRICAL PANEL SCHEDULES
01-EK608 ELECTRICAL PANEL SCHEDULES
01-EK609 ELECTRICAL PANEL SCHEDULES
01-EK610 ELECTRICAL PANEL SCHEDULES
01-EK611 ELECTRICAL PANEL SCHEDULES
01-EJ601 ELECTRICAL ONE-LINE DIAGRAM - CRITICAL
01-EJ602 ELECTRICAL ONE-LINE DIAGRAM - NORMAL
15-TELECOMMUNICATIONS
01-TN100 TELECOM AND SECURITY PLAN - BASEMENT
01-TN101 TELECOM AND SECURITY PLAN - 1ST FLOOR
01-TN102 TELECOM AND SECURITY PLAN - 2ND FLOOR
01-TN103 TELECOM AND SECURITY PLAN - 3RD FLOOR
01-TN104 TELECOM AND SECURITY PLAN - 4TH FLOOR
01-TN105 TELECOM AND SECURITY PLAN - 5TH FLOOR
01-TN106 TELECOM AND SECURITY PLAN - 6TH FLOOR
01-TN401 ENLARGED PLANS SOUTH TR TOWER
01-TN402 ENLARGED PLANS SOUTH TR TOWER
01-TN403 ENLARGED PLANS NORTH TR TOWER
01-TN404 ENLARGED PLANS
01-TN405 ENLARGED PLANS
01-TN406 RACK ELEVATIONS
01-TN407 RACK ELEVATIONS
01-TN408 RACK ELEVATIONS
01-TN409 RACK ELEVATIONS
01-TN410 RACK ELEVATIONS
TOTAL SHEETS IN SUB-SET: 185
SHEET
NUMBER SHEET NAME
09-FIRE ALARM
01-FA151 FIRE ALARM PLAN - 1ST FLOOR
01-FA152 FIRE ALARM PLAN - 2ND FLOOR
01-FA153 FIRE ALARM PLAN - 3RD FLOOR
01-FA154 FIRE ALARM PLAN - 4TH FLOOR
01-FA155 FIRE ALARM PLAN - 5TH FLOOR
01-FA156 FIRE ALARM PLAN - 6TH FLOOR
09-FIRE PROTECTION
01-FP150 FIRE PROTECTION PLAN - BASEMENT
01-FP151.1 FIRE PROTECTION PLAN - 1ST FLOOR
01-FP151.2 FIRE PROTECTION PLAN - 1ST FLOOR
01-FP151.3 FIRE PROTECTION PLAN - 1ST FLOOR
01-FP151.4 FIRE PROTECTION PLAN - 1ST FLOOR
01-FP152 FIRE PROTECTION PLAN - 2ND FLOOR
01-FP153 FIRE PROTECTION PLAN - 3RD FLOOR
01-FP154 FIRE PROTECTION PLAN - 4TH FLOOR
01-FP155 FIRE PROTECTION PLAN - 5TH FLOOR
01-FP156 FIRE PROTECTION PLAN - 6TH FLOOR
10-PLUMBING
01-P100 PLUMBING PIPING PLAN - BASEMENT
01-P101 PLUMBING PIPING PLAN - 1ST FLOOR
01-P102 PLUMBING PIPING PLAN - 2ND FLOOR
01-P103 PLUMBING PIPING PLAN - 3RD FLOOR
01-P104 PLUMBING PIPING PLAN - 4TH FLOOR
01-P105 PLUMBING PIPING PLAN - 5TH FLOOR
01-P106 PLUMBING PIPING PLAN - 6TH FLOOR
01-P107 PLUMBING PIPING PLAN - 7TH FLOOR
01-PP401 ENLARGED PLUMBING PIPING PLANS SOUTH TR
TOWER
01-PP402 ENLARGED PLUMBING PIPING PLANS SOUTH TR
TOWER
01-PP403 ENLARGED PLUMBING PIPING PLANS NORTH TR
TOWER
01-PP404 ENLARGED PLUMBING PLANS
01-PP405.1 ENLARGED PLUMBING PLANS
01-PP405.2 ENLARGED PLUMBING PLANS
01-PP407 ENLARGED PLUMBING PIPING PLANS
01-PD401 ENLARGED PLUMBING DRAIN AND VENT PLANS
SOUTH TR TOWER
01-PD402 ENLARGED PLUMBING DRAIN AND VENT PLANS
SOUTH TR TOWER
01-PD403 ENLARGED PLUMBING DRAIN AND VENT PLANS
NORTH TR TOWER
12-MECHANICAL
01-M100 MECHANICAL HVAC OVERALL PLAN - BASEMENT
01-M101 MECHANICAL HVAC OVERALL PLAN - 1ST FLOOR
01-M102 MECHANICAL HVAC OVERALL PLAN - 2ND FLOOR
01-M103 MECHANICAL HVAC OVERALL PLAN - 3RD FLOOR
01-M104 MECHANICAL HVAC OVERALL PLAN - 4TH FLOOR
01-M105 MECHANICAL HVAC OVERALL PLAN - 5TH FLOOR
01-M106 MECHANICAL HVAC OVERALL PLAN - 6TH FLOOR
01-M107 MECHANICAL HVAC OVERALL PLAN - 7TH FLOOR
01-MH152 MECHANICAL HVAC PLAN - 2ND FLOOR
01-MD401 ENLARGED DEMOLITION MECHANICAL HVAC PLANS
SOUTH TR TOWER
01-MH401 ENLARGED MECHANICAL HVAC PLANS SOUTH TR
TOWER
01-MH402 ENLARGED MECHANICAL HVAC PLANS SOUTH TR
TOWER
01-MH403 ENLARGED MECHANICAL HVAC PLANS NORTH TR
TOWER
01-MH404 ENLARGED MECHANICAL HVAC PLANS - 1ST FLOOR
01-MH405.1 ENLARGED MECHANICAL HVAC PLANS - 1ST FLOOR
01-MH405.2 ENLARGED MECHANICAL HVAC PLANS - 1ST FLOOR
01-MH405.3 ENLARGED MECHANICAL HVAC PLANS - 1ST FLOOR
01-MP401 ENLARGED MECHANICAL PIPING PLANS SOUTH TR
TOWER
01-MP402 ENLARGED MECHANICAL PIPING PLANS SOUTH TR
TOWER
01-MP403.1 ENLARGED MECHANICAL PIPING PLANS NORTH TR
TOWER
01-MP403.2 ENLARGED DEMOLITION MECHANICAL HVAC PLANS
SOUTH TR TOWER
01-MP404 ENLARGED MECHANICAL PIPING PLANS - 1ST FLOOR
01-MP405.1 ENLARGED MECHANICAL PIPING PLANS - 2ND FLOOR
01-MP405.2 MECHANICAL PIPING PLANS - DATA CENTER
01-MP405.3 MECHANICAL PIPING PLANS - 2ND FLOOR
SHEET
NUMBER SHEET NAME
01-GENERAL
01-GI001 COVER SHEET
01-GI002 GENERAL NOTES, CODE REQUIREMENTS, AND
SHEET INDEX
01-GC001 SEQUENCING NOTES
01-GC100 SEQUENCING PLAN - BASEMENT
01-GC101 SEQUENCING PLAN - 1ST FLOOR
01-GC102 SEQUENCING PLAN - 2ND FLOOR
01-GC103 SEQUENCING PLAN - 3RD FLOOR
01-GC104 SEQUENCING PLAN - 4TH FLOOR
01-GC105 SEQUENCING PLAN - 5TH FLOOR
01-GC106 SEQUENCING PLAN - 6TH FLOOR
01-GC107 SEQUENCING PLAN - 7TH FLOOR
01-GC121 SMOKE COMPARTMENTALIZATION PLAN - 1ST FLOOR
01-GC122 SMOKE COMPARTMENTALIZATION PLAN - 2ND
FLOOR
01-GC123 SMOKE COMPARTMENTALIZATION PLAN - 3RD
FLOOR
01-GC124 SMOKE COMPARTMENTALIZATION PLAN - 4TH FLOOR
01-GC125 SMOKE COMPARTMENTALIZATION PLAN - 5TH FLOOR
01-GC126 SMOKE COMPARTMENTALIZATION PLAN - 6TH FLOOR
07-STRUCTURAL
01-SG001 GENERAL NOTES
01-SG002 LEGEND, SHEET LIST & ABBREVIATIONS
01-SG003 LOAD KEY
01-SG004 AXONOMETRIC VIEW
01-SF103 REFERENCE PLAN - 3RD FLOOR
01-SF151 ENLARGED REFERENCE PLAN - 3RD FLOOR
01-SF351 SOUTH TR TOWER SECTIONS AND ELEVATIONS
01-SF352 NORTH TR TOWER SECTIONS AND ELEVATIONS
01-SF401 SOUTH IDF TOWER PLAN
01-SF402 NORTH IDF TOWER PLAN
01-SF501 STEEL POD DETAILS
01-SF502 STEEL STRONGBACK DETAILS
01-SF503 CFS DETAILS
01-SF504 CONCRETE DETAILS
01-SF505 EQUIPMENT ANCHORAGE DETAILS
08-ARCHITECTURAL
01-AE100 REFERENCE PLAN - BASEMENT
01-AE101 REFERENCE PLAN - 1ST FLOOR
01-AE102 REFERENCE PLAN - 2ND FLOOR
01-AE103 REFERENCE PLAN - 3RD FLOOR
01-AE104 REFERENCE PLAN - 4TH FLOOR
01-AE105 REFERENCE PLAN - 5TH FLOOR
01-AE106 REFERENCE PLAN - 6TH FLOOR
01-AE107 REFERENCE PLAN - 7TH FLOOR
01-AE108 REFERENCE PLAN - PENTHOUSE
01-AE201 EXTERIOR ELEVATIONS
01-AE202 EXTERIOR ELEVATIONS
01-AE351 SOUTH TOWER SECTIONS
01-AE352 NORTH TOWER SECTIONS
01-AE361 ENLARGED SECTIONS
01-AE362 ENLARGED SECTIONS
01-AE363 ENLARGED SECTIONS
01-AE371 ENLARGED SECTIONS
01-AD404 ENLARGED DEMOLITION PLANS
01-AD405 ENLARGED DEMOLITION PLANS
01-AE401 ENLARGED PLANS SOUTH TR TOWER
01-AE402 ENLARGED PLANS SOUTH TR TOWER
01-AE403 ENLARGED PLANS NORTH TR TOWER
01-AE404 ENLARGED PLANS
01-AE405 ENLARGED PLANS
01-AE406 ENLARGED PLANS
01-AE411 PLAN DETAILS
01-AE451 INTERIOR ELEVATIONS
01-AE452 INTERIOR ELEVATIONS
01-AE453 INTERIOR ELEVATIONS
01-AE454 INTERIOR ELEVATIONS
01-AE511 EXTERIOR DETAILS
01-AE512 EXTERIOR DETAILS
01-AE513 ROOF DETAILS
01-AE521 DOOR DETAILS
01-AE531 WALL TYPES
01-AE532 FIRE PROTECTION DETAILS
01-AE533 INTERIOR DETAILS
01-AE601 SCHEDULES
01-AE901 PERSPECTIVE VIEW
SHEET INDEX
Revisions: Date:
ABATEMENT SCHEDULE
ROOM
~AREA MATERIAL DISCRIPTION
NUMBER NAME
B01 - 1ST FLOOR
1151 TR 105 73 SF 12"x12" BEIGE/BROWN FLOOR TILE
1220 ABAN TR 25 SF 12"x12" BEIGE/BROWN FLOOR TILE
1321A TR 51 SF 12"x12" BEIGE/BROWN FLOOR TILE
C185 TR 79 SF 12"x12" BEIGE/BROWN FLOOR TILE
K132 TR 64 SF 12"x12" BEIGE/BROWN FLOOR TILE
B01 - 2ND FLOOR
2212A ABAN TR 26 SF 12"x12" BEIGE/BROWN FLOOR TILE
D241A ABAN TR 29 SF 12"x12" BEIGE/BROWN FLOOR TILE
E202B ABAN TR 21 SF 12"x12" BEIGE/BROWN FLOOR TILE
K232 TR 56 SF 12"x12" BEIGE/BROWN FLOOR TILE
B01 - 3RD FLOOR
D305D ABAN TR 27 SF 12"x12" BEIGE/BROWN FLOOR TILE
B01 - 4TH FLOOR
4317B ABAN TR 27 SF 12"x12" BEIGE/BROWN FLOOR TILE
D434B ABAN TR 24 SF 12"x12" BEIGE/BROWN FLOOR TILE
B01 - 5TH FLOOR
D535A ABAN TR 26 SF 12"x12" BEIGE/BROWN FLOOR TILE
05.26.2021 SHEET 32 of 421
BUILDING 01, PREPATORY WORK
1. RELOCATE HVAC UNITS ON SECOND FLOOR LOW ROOF
2. NEW RO SKID IN CENTRAL PLAN
3. RO LOOP FROM BASEMENT TO BOTH TOWERS
4. RO LOOP FROM BASEMENT OF BUILDING 1 TO IDF ROOMS IN BUILDINGS 8 & 34
5. RO TANK & PUMPS IN BASEMENT
6. PRE-FAB ROOF PENTHOUSE ON ROOF ADJACENT TO NORTH TOWER
7. PRE-FAB ROOF PENTHOUSE ON ROOF ABOVE DATA CENTER
8. PUMPS/VFDS IN NEW PENTHOUSES
BUILDING 01, GROUP 1, FLOORS B - 1
1. INSTALL TEMPORARY INFECTION CONTROL PRECAUTIONS (CLASS II)
2. DEMO CONCTRUCTION TO FACILITATE NEW LAYOUT
3. CONSTRUCT WALLS, GYPSUM BOARD ONE SIDE
4. MEP ROUGH-INS
A. CONDUIT, WIRING, PANELS, & TRANSFORMERS
B. CONDENSATE LINES
C. CONNECTION TO (E) CHILLED WATER IN BASEMENT & 7TH FLOOR FOR THE SOUTH TOWER,
5TH FLOOR (ROOF) FOR NORTH TOWER
D. CONNECTION TO RO WATER FROM NEW RO SKID
5. COMPLETE GYPSUM BOARD
6. DOORS
7. INTERIOR FINISHES
A. PLYWOOD BACKBOARDS
B. PAINT
C. FLOORING
8. MEP FINISH WORK
A. FAN COIL, CONDENSING UNITS, & HUMIDIFIERS
B. MECHANICAL DEVICES & CONTROLS
C. ELECTRICAL DEVICES
9. MEP STARTUP AND TESTING & BALANCE
A. POWER CONNECTIONS
10. TELECOMMUNICATIONS
A. BUILD-OUT OF NEW IDF CLOSETS INCLUDING:
a. EQUIPMENT RACKS AND GROUNDING
b. OVERHEAD BASKET TRAY AND GROUNDING
B. SINGLE-MODE FIBER OPTIC CABLING FROM EXISTING DATA CENTER
C. (MDF) TO EACH NEW IDF CLOSET.
D. IDENTIFY AND LOCATE ALL EXISTING STATION CABLING FROM EACH DEPARTMENT OR
SERVING ZONE.
E. IDENTIFY AND LOCATE ALL EXISTING WIRELESS ACCESS POINT LOCATIONS FROM EACH
DEPARTMENT OR SERVING ZONE.
F. NEW HORIZONTAL CABLING FROM EXISTING STATION LOCATIONS TO NEW IDF.
G. TERMINATE ALL STATION CABLING WITHIN THE IDF AND MAKE ROOM RACK READY FOR
CUT-OVER.
H. DURING EVENING HOURS (AS SCHEDULED WITH DEPARTMENTS) DEMO EXISTING STATION
LOCATIONS AND REPLACE WITH PRE-PULLED “RACK READY” CABLING. TERMINATE AT
STATION END – PERFORM END TO END TESTING.
I. DEMO ALL EXISTING STATION CABLING FROM STATION TO OLD IDF LOCATIONS.
J. A/E AND OI&T TO PERFORM FINAL PUNCH LIST AND SITE WALK FOR APPROVAL.
K. UPON ACCEPTANCE, PROVIDE TO CONTRACTING OFFICER RECORD DOCUMENTS
INCLUDING:
a. RECORD DRAWINGS IN PDF AND DWG (2019 OR NEWER) FORMAT
b. TEST RESULTS IN FLW (FLUKE) AND PDF FORMAT BACKBONE FIBER
BUILDING 01, GROUP 2, FLOORS 2 - 6
1. DEMO ROOFING & SLOPED TOPPING AT TOWER FOOTPRINT
2. CONSTRUCT TOWER BASE CURBS
3. INSTALL VERTICAL STRONGBACKS (~2 DAYS)
4. INSTALL TEMPORARY INFECTION CONTROL PRECAUTIONS (CLASS IV)
5. CUT OPENINGS IN EXTERIOR WALL FOR DOORS INTO IDF TOWER
6. ERECT TOWER PODS (2 ON NORTH TOWER, 3 ON THE SOUTH TOWER) (~4 DAYS)
7. INFILL METAL STUDS (~5 DAYS)
8. TOWER EXTERIOR SKIN, ROOF, AND FLASHING (WEATHERTIGHT) (~15 DAYS)
9. MEP ROUGH-INS (10 DAYS)
A. CONDUIT, WIRING, PANELS, & TRANSFORMERS
B. CONDENSATE LINES
C. ROOF DRAINAGE
D. CONNECTION TO (E) CHILLED WATER IN BASEMENT & 7TH FLOOR FOR THE SOUTH TOWER,
5TH FLOOR (ROOF) FOR NORTH TOWER
E. CONNECTION TO RO WATER FROM NEW RO SKID
10. INTERIOR FINISHES (~10 DAYS)
A. GYPSUM BOARD
B. PLYWOOD BACKBOARDS
C. PAINT
D. FLOORING
11. MEP FINISH WORK
A. FAN COIL, CONDENSING UNITS, & HUMIDIFIERS
B. MECHANICAL DEVICES & CONTROLS
C. ELECTRICAL DEVICES
12. MEP STARTUP AND TESTING & BALANCE
A. POWER CONNECTIONS
13. TELECOMMUNICATIONS
A. BUILD-OUT OF NEW IDF CLOSETS INCLUDING:
a. EQUIPMENT RACKS AND GROUNDING
b. OVERHEAD BASKET TRAY AND GROUNDING
B. SINGLE-MODE FIBER OPTIC CABLING FROM EXISTING DATA CENTER
C. (MDF) TO EACH NEW IDF CLOSET.
D. IDENTIFY AND LOCATE ALL EXISTING STATION CABLING FROM EACH DEPARTMENT OR
SERVING ZONE.
E. IDENTIFY AND LOCATE ALL EXISTING WIRELESS ACCESS POINT LOCATIONS FROM EACH
DEPARTMENT OR SERVING ZONE.
F. NEW HORIZONTAL CABLING FROM EXISTING STATION LOCATIONS TO NEW IDF.
G. TERMINATE ALL STATION CABLING WITHIN THE IDF AND MAKE ROOM RACK READY FOR
CUT-OVER.
H. DURING EVENING HOURS (AS SCHEDULED WITH DEPARTMENTS) DEMO EXISTING STATION
LOCATIONS AND REPLACE WITH PRE-PULLED “RACK READY” CABLING. TERMINATE AT
STATION END – PERFORM END TO END TESTING.
I. DEMO ALL EXISTING STATION CABLING FROM STATION TO OLD IDF LOCATIONS.
J. A/E AND OI&T TO PERFORM FINAL PUNCH LIST AND SITE WALK FOR APPROVAL.
K. UPON ACCEPTANCE, PROVIDE TO CONTRACTING OFFICER RECORD DOCUMENTS
INCLUDING:
a. RECORD DRAWINGS IN PDF AND DWG (2019 OR NEWER) FORMAT
b. TEST RESULTS IN FLW (FLUKE) AND PDF FORMAT BACKBONE FIBER
BUILDING 01, GROUP 3, IDF ROOMS 1151, 1221A, 1321A, C185, K131 & K231
1. CONTAIN WORK AREA TO INSIDE ROOMS
2. INSTALL TEMPORARY INFECTION CONTROL PRECAUTIONS (CLASS VARIES SEE TABLE TO THE
RIGHT)
3. CONSTRUCT WALLS, GYPSUM BOARD ONE SIDE
4. MEP ROUGH-INS
A. CONDUIT & WIRING
B. CONDENSATE LINES
C. VAV & ASSOCITED DUCTWORK
D. CONNECTION TO RO WATER FROM NEW RO SKID
5. COMPLETE GYPSUM BOARD
6. DOORS
7. INTERIOR FINISHES
A. PLYWOOD BACKBOARDS
B. PAINT
C. FLOORING
8. MEP FINISH WORK
A. VAV BOX & HUMIDIFIER
B. MECHANICAL DEVICES & CONTROLS
C. ELECTRICAL DEVICES
9. MEP STARTUP AND TESTING & BALANCE
A. POWER CONNECTIONS
10. TELECOMMUNICATIONS
A. IDENTIFY AND LOCATE ALL EXISTING CAT5 STATION CABLING
B. IDENTIFY AND LOCATE ALL EXISTING WIRELESS ACCESS POINT LOCATIONS
C. INSTALL ALL NEW HORIZONTAL CABLING FROM LOCATIONS THAT ARE REQUIRING UPGRADE
(CAT5 AND WAP) TO IDF.
D. INSTALL NEW EQUIPMENT RACKS (AS NOTED)
E. TERMINATE ALL STATION CABLING WITHIN THE IDF AND MAKE ROOM RACK READY FOR CUT-
OVER.
F. DURING EVENING HOURS (AS SCHEDULED WITH DEPARTMENTS) DIVISION 27 CONTRACTOR
TO DEMO EXISTING STATION LOCATIONS AND REPLACE WITH PRE-PULLED “RACK READY”
CABLING. TERMINATE AT STATION END – PERFORM END TO END TESTING.
G. A/E AND OI&T TO PERFORM FINAL PUNCH LIST AND SITE WALK FOR APPROVAL.
H. UPON ACCEPTANCE, PROVIDE TO CONTRACTING OFFICER RECORD DOCUMENTS INCLUDING:
a. RECORD DRAWINGS IN PDF AND DWG (2019 OR NEWER) FORMAT
b. TEST RESULTS IN FLW (FLUKE) AND PDF FORMAT
BUILDING 01, GROUP 5, DATA CENTER
1. INSTALL PRE-FAB ROOF PENTHOUSE ON ROOF ABOVE DATA CENTER
2. INSTALL & CONNECT PUMPS/VFDS IN NEW PENTHOUSE
3. INSTALL TEMPORARY INFECTION CONTROL PRECAUTIONS (CLASS II)
4. MEP ROUGH-INS
A. CONDUIT & WIRING
5. DEMOLITION THROUGH THE DOUBLE DOORS PLAN SOUTH WILL GIVE THE MOST SPACE. REMOVE
THE LIEBERT UNIT CLOSEST TO THE DOUBLE DOORS AND ITS ASSOCIATED CONDENSING UNIT
AND REFRIGERANT PIPING ON THE ROOF FIRST.
6. BRING IN NEW DIRECT EXPANSION LIEBERT(CRAC-1-1) AND INSTALL ITS ASSOCIATED
CONDENSER(CRCU-1-1) ON ROOF IN SIMILAR LOCATION TO PREVIOUSLY REMOVED CONDENSER.
7. INSTALL WATER PIPING THAT WILL SERVE CRAC-1-2 & CRAC-1-3 ON THE ROOF WITH PUMPS AND
OTHER COMPONENTS AND ROUTE PIPING AS SHOWN ON MECH AND ARCHITECTURAL PLANS
DOWN TO FIRST FLOOR OUTSIDE THE DATA CENTER. THEN ROUTE PIPING BENEATH RAISED
FLOOR TO ANTICIPATED LOCATIONS OF NEW WATER COOLED LIEBERT UNITS.
8. REMOVE LIEBERT UNIT CLOSEST TO THE SINGLE DOOR, IT IS THE UNIT THAT IS FURTHEST PLAN
NORTH. ALSO REMOVE ITS ASSOCIATED CONDENSER ON THE ROOF ALONG WITH ITS
REFRIGERANT PIPING.
9. INSTALL NEW CRAC-1-2 WATER COOLED LIEBERT IN PLACE OF LASTLY REMOVED LIEBERT
CLOSEST TO THE SINGLE DOOR LEADING TO THE OFFICE SPACE. CONNECT TO WATER PIPING
THAT WAS PREVIOUSLY INSTALLED.
10. TO REMOVE THE LAST MIDDLE LIEBERT UNIT, IT WILL REQUIRE EXTRA COORDINATION WITH THE IT DEPARTMENT. IT IS POSSIBLE THE RACK IN FRONT OF THE MIDDLE LIEBERT WILL PROHIBIT IT
FROM BEING REMOVED SO THE RACK WILL NEED TO BE TEMPORARILY RELOCATED. ONCE THE
RACK IS RELOCATED, REMOVE THE MIDDLE LIEBERT, REFRIGERANT PIPING, AND CONDENSER ON
THE ROOF.
11. INSTALL LAST WATER COOLED LIEBERT CRAC-1-3 IN PLACE OF LASTLY REMOVED LIEBERT AND
CONNECT TO WATER PIPING THAT WAS PREVIOUSLY INSTALLED.
12. THE IT RACK THAT WAS TEMPORARILY RELOCATED CAN NOW BE RETURNED TO ITS ORIGINAL
POSITION.
13. DURING THE CONSTRUCTION, MAINTAIN N+1 REDUNDANCY FOR THE CRAC UNITS. (2) OF THE
UNITS MUST BE OPERATIONAL AT ALL TIMES.
14. MEP FINISH WORK
A. MECHANICAL DEVICES & CONTROLS
B. ELECTRICAL DEVICES
15. MEP STARTUP AND TESTING & BALANCE
A. POWER CONNECTIONS
16. TELECOMMUNICATIONS
A. IDENTIFY AND LOCATE ALL EXISTING CAT5 STATION CABLING
B. IDENTIFY AND LOCATE ALL EXISTING WIRELESS ACCESS POINT LOCATIONS
C. INSTALL ALL NEW HORIZONTAL CABLING FROM LOCATIONS THAT ARE REQUIRING UPGRADE
(CAT5 AND WAP) TO IDF.
D. INSTALL NEW EQUIPMENT RACKS (AS NOTED)
E. TERMINATE ALL STATION CABLING WITHIN THE IDF AND MAKE ROOM RACK READY FOR CUT-
OVER.
F. DURING EVENING HOURS (AS SCHEDULED WITH DEPARTMENTS) DIVISION 27 CONTRACTOR
TO DEMO EXISTING STATION LOCATIONS AND REPLACE WITH PRE-PULLED “RACK READY”
CABLING. TERMINATE AT STATION END – PERFORM END TO END TESTING.
G. A/E AND OI&T TO PERFORM FINAL PUNCH LIST AND SITE WALK FOR APPROVAL.
H. UPON ACCEPTANCE, PROVIDE TO CONTRACTING OFFICER RECORD DOCUMENTS INCLUDING:
a. RECORD DRAWINGS IN PDF AND DWG (2019 OR NEWER) FORMAT
b. TEST RESULTS IN FLW (FLUKE) AND PDF FORMAT
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMP
321 4 5 6 7 8 9 10
SHEET OF
100% CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
B
IM
/P h o e n ix
E H
R M
/6
-2
-2
B
L D
G
A .r v t
/2
/2
:1
:2
P
M
01-GC001
SEQUENCING NOTES
Concourse Federal Group
123 S. Royal Street
Alexandria, VA 22314
EHRM INFRASTRUCTURE
UPGRADES 01
05.26.2021
PVAHCS - Carl T Hayden Medical Center 650 E Indian School Road Phoenix AZ 85012
644-20-201
BLDG/FLOOR
ROOM
NUMBER
ROOM NAME
INFECTION CONTROL ASSESSMENT
ACTIVITY
TYPE
RISK
GROUP
REQUIREMENTS
ABANDONED
B01 - BASEMENT D01B ABAN TR TYPE B LOW CLASS II
B01 - 1ST FLOOR 1220 ABAN TR TYPE B MEDIUM CLASS II
B01 - 1ST FLOOR 1411 ABAN TR TYPE B MEDIUM CLASS II
B01 - 1ST FLOOR C129 ABAN TR TYPE B HIGH CLASS II
B01 - 1ST FLOOR D138 ABAN TR TYPE B MEDIUM CLASS II
B01 - 1ST FLOOR E104B ABAN TR TYPE B MEDIUM CLASS III
B01 - 2ND FLOOR 2212A ABAN TR TYPE B MEDIUM CLASS II
B01 - 2ND FLOOR 2234A ABAN TR TYPE B MEDIUM CLASS II
B01 - 2ND FLOOR C221A ABAN TR TYPE B HIGH CLASS II
B01 - 2ND FLOOR D241A ABAN TR TYPE B MEDIUM CLASS II
B01 - 2ND FLOOR E202B ABAN TR TYPE B HIGHEST CLASS III / IV
B01 - 3RD FLOOR 3329A ABAN TR TYPE B LOW CLASS II
B01 - 3RD FLOOR 3412A ABAN TR TYPE B LOW CLASS II
B01 - 3RD FLOOR C321 ABAN TR TYPE B HIGHEST CLASS III / IV
B01 - 3RD FLOOR D305B ABAN TR TYPE B MEDIUM CLASS II
B01 - 3RD FLOOR D305D ABAN TR TYPE B HIGH CLASS II
B01 - 3RD FLOOR D340 ABAN TR TYPE B HIGHEST CLASS III / IV
B01 - 4TH FLOOR 4215A ABAN TR TYPE B LOW CLASS II
B01 - 4TH FLOOR 4317B ABAN TR TYPE B LOW CLASS II
B01 - 4TH FLOOR C421A ABAN TR TYPE B HIGHEST CLASS III / IV
B01 - 4TH FLOOR D434B ABAN TR TYPE B HIGH CLASS II
B01 - 4TH FLOOR D456 ABAN TR TYPE B HIGH CLASS II
B01 - 5TH FLOOR D535A ABAN TR TYPE B HIGH CLASS II
B01 - 5TH FLOOR DCC4B ABAN TR TYPE B HIGH CLASS II
B01 - 6TH FLOOR C612 ABAN TR TYPE B LOW CLASS II
B01 - 6TH FLOOR D627A ABAN TR TYPE B HIGH CLASS II
GROUP 1 - SOUTH TOWER BASEMENT, 1ST FLOOR
B01 - BASEMENT TRS-000A TR TYPE C LOW CLASS II
B01 - BASEMENT TRS-000B TR MECH TYPE C LOW CLASS II
B01 - BASEMENT TRS-000C TR ELEC TYPE C LOW CLASS II
B01 - 1ST FLOOR TRS-100A TR TYPE C MEDIUM CLASS III
B01 - 1ST FLOOR TRS-100B TR MECH TYPE C MEDIUM CLASS III
B01 - 1ST FLOOR TRS-100C TR ELEC TYPE C MEDIUM CLASS III
GROUP 2 - NORTH AND SOUTH TOWERS, 2ND FLOOR AND ABOVE
B01 - 2ND FLOOR TRN-200A TR TYPE D HIGH CLASS IV
B01 - 2ND FLOOR TRN-200B TR MECH TYPE D HIGH CLASS IV
B01 - 2ND FLOOR TRN-200C TR ELEC TYPE D HIGH CLASS IV
B01 - 2ND FLOOR TRS-200A TR TYPE D HIGH CLASS IV
B01 - 2ND FLOOR TRS-200B TR MECH TYPE D HIGHEST CLASS IV
B01 - 2ND FLOOR TRS-200C TR ELEC TYPE D HIGH CLASS IV
B01 - 3RD FLOOR TRN-300A TR TYPE D HIGH CLASS IV
B01 - 3RD FLOOR TRN-300B TR MECH TYPE D HIGH CLASS IV
B01 - 3RD FLOOR TRN-300C TR ELEC TYPE D HIGH CLASS IV
B01 - 3RD FLOOR TRS-300A TR TYPE D HIGHEST CLASS IV
B01 - 3RD FLOOR TRS-300B TR MECH TYPE D HIGHEST CLASS IV
B01 - 3RD FLOOR TRS-300C TR ELEC TYPE D HIGHEST CLASS IV
B01 - 4TH FLOOR TRN-400A TR TYPE D HIGH CLASS IV
B01 - 4TH FLOOR TRN-400B TR MECH TYPE D HIGH CLASS IV
B01 - 4TH FLOOR TRN-400C TR ELEC TYPE D HIGH CLASS IV
B01 - 4TH FLOOR TRS-400A TR TYPE D HIGH CLASS IV
B01 - 4TH FLOOR TRS-400B TR MECH TYPE D HIGH CLASS IV
B01 - 4TH FLOOR TRS-400C TR ELEC TYPE D HIGH CLASS IV
B01 - 5TH FLOOR TRS-500A TR TYPE D HIGH CLASS IV
B01 - 5TH FLOOR TRS-500B TR MECH TYPE D HIGH CLASS IV
B01 - 5TH FLOOR TRS-500C TR ELEC TYPE D HIGH CLASS IV
B01 - 6TH FLOOR TRS-600A TR TYPE D HIGH CLASS IV
B01 - 6TH FLOOR TRS-600B TR MECH TYPE D HIGH CLASS IV
B01 - 6TH FLOOR TRS-600C TR ELEC TYPE D HIGH CLASS IV
GROUP 3
B01 - 1ST FLOOR 1151 TR 105 TYPE B LOW CLASS IV
B01 - 1ST FLOOR 1221A TR TYPE C MEDIUM CLASS III
B01 - 1ST FLOOR 1231A
N/S
CORRIDOR
B01 - 1ST FLOOR 1321A TR TYPE B MEDIUM CLASS II
B01 - 1ST FLOOR C185 TR TYPE B HIGHEST CLASS III / IV
B01 - 1ST FLOOR K132 TR TYPE C HIGH CLASS III / IV
B01 - 2ND FLOOR K232 TR TYPE C HIGH CLASS III / IV
1. REFER TO SHEET GI101 FOR ADDITIONAL INFORMATION.
2. REFER TO SHEET GI003 FOR INFECTION CONTROL NOTES.
3. EXIT PATH SHALL BE MAINTAINED DURING DEMOLITION AND CONSTRUCTION.
4. FACILITY MUST REMAIN OPEN AND OPERATIONAL THROUGHOUT CONSTRUCTION- COORDINATE
ALL UTILITY SERVICE INTERRUPTIONS WITH THE VA FACILITY MANAGER.
5. WHERE TEMPORARY CONSTRUCTION BARRIER PARTITIONS ARE BUILT IN THE EXISTING
CORRIDORS, PARALLEL WITH THE CORRIDOR WALLS, PROVIDE 6 FEET MINIMUM EGRESS WIDTH
WHERE SERVING PATIENTS AND 44 INCHES ELSEWHERE.
6. THE WORK GROUPS LISTED BELOW IDENTIFY WORK OF SIMILAR NATURE WITHIN THE BUILDING
AND SHALL NOT CONTROL THE CONTRACTOR IN ESTABLISHING THE SEQUENCING OF WORK.
CONTRACTOR SHALL ORGANIZE WORK TO LIMIT DISRUPTION OF DEPARTMENTS.
7. CONSTRUCTION PROJECT ACTIVITY TYPES ( PER ASHE INFECTION CONTROL RISK
ASSESSMENT MATRIX) AND PRECAUTION CLASS AS LISTED BELOW. REFER TO SPECIFICATION
SECTION 01 35 25 FOR INFECTION CONTROL REQUIREMENTS. POTENTIAL IMPACT BASED ON
UNITS ABOVE, BELOW AND SURROUNDING THE CONSTRUCTION WORK AREA.
8. INFECTION CONTROL ASSESSMENT SHALL BE VERIFIED BY FACILITES IC COMMITTEE
A. APPROVAL WILL BE REQURED WHEN THE CONSTRUCTION ACTIVITY AND RISK LEVEL
INDICATE THAT CLASS III OR CLASS IV CONTROL…
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