Attachment D4_ Drawings 4 of 12.pdf
PDF 19 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 local and VA building codes. This requirement is a 100% set-aside for Service-Disabled Veteran-Owned Small Business (SDVOSB) concerns 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 for interested vendors. Offers are due by Steven Covell at the Network Contracting Office 22 in Long Beach.
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 D10_ Drawings 10 of 12.pdf | ||
| Attachment D11_ Drawings 11 of 12.pdf | ||
| Attachment B_ Wage Determination.pdf | ||
| Attachment D2_ Drawings 2 of 12.pdf | ||
| Attachment D3_ Drawings 3 of 12.pdf | ||
| Attachment D5_ Drawings 5 of 12.pdf | ||
| Attachment D9_ Drawings 9 of 12.pdf | ||
| Attachment A_ Campus Map.pptx | PPTX presentation | |
| Attachment D1_ Drawings 1 of 12.pdf | ||
| Attachment D12_ Drawings 12 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 |
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Text version
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
Project Title
EHRM INFRASTRUCTURE
UPGRADES
644-20-201
01Concourse Federal Group 11755 Wilshire Blvd., Suite 1250 Los Angeles, CA 90025
04.01.2021
100% CONSTRUCTION
DOCUMENT SET
Revisions: Date:
FULLY SPRINKLERED
GPL BVS
AXONOMETRIC VIEW1
AXONOMETRIC VIEW
01-SG004
04.28.202105.26.2021 SHEET 51 of 421
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
Project Title
EHRM INFRASTRUCTURE
UPGRADES
644-20-201
01Concourse Federal Group 11755 Wilshire Blvd., Suite 1250 Los Angeles, CA 90025
04.01.2021
100% CONSTRUCTION
DOCUMENT SET
Revisions: Date:
FULLY SPRINKLERED
GPL BVS
BLDG 01 - REFERENCE PLAN - 3RD FLOOR
1:2561
A
K
11.1
6 10 13 14.5
M
1 2 3 4 7 8 9
12 14 15 16
B
C
D
E
F
O
G
H
J
J.7
K.7 L
N
P Q
10 10 20 30 40 50 60
3/64" = 1'-0"
FEETSCALE
N
REFERENCE PLAN - 3RD FLOOR
01-SF103
01-SF103
04.28.202105.26.2021 SHEET 52 of 421
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
Project Title
EHRM INFRASTRUCTURE
UPGRADES
644-20-201
01Concourse Federal Group 11755 Wilshire Blvd., Suite 1250 Los Angeles, CA 90025
04.01.2021
100% CONSTRUCTION
DOCUMENT SET
Revisions: Date:
FULLY SPRINKLERED
GPL BVS
ENLARGED REFERENCE PLAN - 3RD FLOOR
1:481
J
K
J.7
H
10 1111.1 12 13 14 14.5 15
K.7
L
M
N
2 2 4 8 10 12 14
1/4" = 1'-0"
FEETSCALE
- 3RD FLOOR
ENLARGED REFERENCE PLAN
01-SF352
01-SF351
01-SF401
01-SF402
01-SF351
01-SF351
01-SF351 1
01-SF352
01-SF352 3
01-SF352
01-SF151
04.28.202105.26.2021 SHEET 53 of 421
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
Project Title
EHRM INFRASTRUCTURE
UPGRADES
644-20-201
01Concourse Federal Group 11755 Wilshire Blvd., Suite 1250 Los Angeles, CA 90025
04.01.2021
100% CONSTRUCTION
DOCUMENT SET
Revisions: Date:
FULLY SPRINKLERED
GPL BVS
SIDE ELEVATION
SCALE = 1:481 SIDE ELEVATION
SCALE = 1:482
FRONT ELEVATION
SCALE = 1:483 BACK ELEVATION
SCALE = 1:484
76'-0"
62'-0"
50'-0"
38'-0"
26'-0"
14'-0"
11.111
38'-0"
11.1
76'-0"
14'-0"
26'-0"
62'-0"
50'-0"
50'-0"
76'-0"
26'-0"
14'-0"
62'-0"
38'-0"
KJ.7J
26'-0"
14'-0"
76'-0"
62'-0"
50'-0"
38'-0"
KJ.7J
2 2 4 8 10 12 14
1/4" = 1'-0"
FEETSCALE
ST
EE
L
PO
D W
/ C
FS
IN
FI
LL
P
AN
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C
FS
P
AR
AP
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W / C
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W / C
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IN
FI
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P
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FS
P
AR
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FS
IN
FI
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/ C
FS
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FI
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P
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C
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IN
FI
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ST
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L
PO
D
W / C
FS
IN
FI
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P
AN
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ST
EE
L
PO
D
W / C
FS
IN
FI
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P
AN
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ST
EE
L
PO
D
W / C
FS
IN
FI
LL
P
AN
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C
FS
IN
FI
LL
C
FS
P
AR
AP
ET
C
FS
IN
FI
LL
P
AN
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S
ST
EE
L
PO
D
W / C
FS
IN
FI
LL
P
AN
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C
FS
IN
FI
LL
P
AN
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S
ST
EE
L
PO
D W
/ C
FS
IN
FI
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P
AN
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ST
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L
PO
D W
/ C
FS
IN
FI
LL
P
AN
EL
01-SF351
(E) STRUCTURE
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS14X6X58/
STRONGBACK
HSS4X4X316/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
'-6
'-8
1 8/ "
CURB
(E) SLAB
18GA STEEL PLATE
SIDE FACE OF THE POD
18GA STEEL PLATE
SIDE FACE OF THE POD
18GA STEEL PLATE
SIDE FACE OF THE POD
18GA STEEL PLATE
TOP FACE OF THE POD
18GA STEEL PLATE
FRONT FACE OF THE POD
18GA STEEL PLATE
TOP FACE OF THE POD
18GA STEEL PLATE
BOTTOM FACE OF THE POD
18GA STEEL PLATE
FRONT FACE OF THE POD
18GA STEEL PLATE
TOP FACE OF THE POD
18GA STEEL PLATE
BOTTOM FACE OF THE POD
18GA STEEL PLATE
FRONT FACE OF THE POD
1"
3' -1
0 "
'-6
'-6
'-6
9' -9
3 4/ "
HSS4X4X316/
'-7
'-7
3 4/ "
SIDE FACE OF THE POD
18GA STEEL PLATE
HSS6X6X14/
'-4
1 4/ "
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
HSS4X4X316/
HSS14X6X58/
STRONGBACK
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
(E) WALL
(E) SLAB
CURB
(E) SLAB
'-6
18GA STEEL PLATE
TOP FACE OF THE POD
18GA STEEL PLATE
TOP FACE OF THE POD
18GA STEEL PLATE
TOP FACE OF THE POD
18GA STEEL PLATE
BOTTOM FACE OF THE POD
18GA STEEL PLATE
BOTTOM FACE OF THE POD
18GA STEEL PLATE
FRONT FACE OF THE POD
18GA STEEL PLATE
FRONT FACE OF THE POD
18GA STEEL PLATE
FRONT FACE OF THE POD
SIDE FACE OF THE POD
18GA STEEL PLATE
3' -1
0"
'-7 3 4/ "
9' -5
H
SS
6X 6X
1 4/
HSS4X4X316/
CURB
HSS6X6X14/
HSS6X6X14/
18GA STEEL PLATE
TOP FACE OF THE POD
'-6
ON EXTERIOR FACE OF INFILL STUD WALL, TYP
18GA SHEET METAL
HSS6X6X14/
18GA STEEL PLATE
SIDE FACE OF THE POD
HSS6X6X14/
ON EXTERIOR FACE OF INFILL STUD WALL, TYP
18GA SHEET METAL
HSS4X4X316/
18GA STEEL PLATE
FRONT FACE OF THE POD
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS4X4X316/HSS4X4X316/
HSS4X4X316/HSS4X4X316/HSS4X4X316/ HSS4X4X316/HSS4X4X316/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS4X4X316/HSS4X4X316/
HSS6X6X14/HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS4X4X316/
(E) SLAB
H
SS
6X 6X
1 4/
18GA STEEL PLATE
SIDE FACE OF THE POD
18GA STEEL PLATE
SIDE FACE OF THE POD18GA STEEL PLATE
SIDE FACE OF THE POD
18GA STEEL PLATE
TOP FACE OF THE POD
18GA STEEL PLATE
BOTTOM FACE OF THE POD
PL116/ "X68 38/ "
18GA STEEL PLATE
FRONT FACE OF THE POD
18GA STEEL PLATE
FRONT FACE OF THE POD
18GA STEEL PLATE
SIDE FACE OF THE POD
PL116/ "X66 14/ "
18GA STEEL PLATE
TOP FACE OF THE POD
18GA STEEL PLATE
BOTTOM FACE OF THE POD
H
SS
6X 6X
1 4/
18GA STEEL PLATE
SIDE FACE OF THE POD
ON EXTERIOR FACE OF INFILL STUD WALL, TYP
18GA SHEET METAL
9"@12
18GA SIDE PLATE TO HSS
NON-TYP
TYP.
01-SF503
ON EXTERIOR FACE OF INFILL STUD WALL, TYP
18GA SHEET METAL
9' -6
3 4/ "
'-6
'-6
'-7 3 4/ "
3' -1
0"
H
SS
6X 6X
1 4/
HSS6X6X14/
18GA STEEL PLATE
SIDE FACE OF THE POD
H
SS
X6
X5 8/
ST
R
O N
G
BA
C K
HSS6X6X14/
H
SS
X6
X5 8/
ST
R
O N
G
BA
C K
H
SS
X6
X5 8/
ST
R
O N
G
BA
C K
H
SS
X6
X5 8/
ST
R
O N
G
BA
C K
HSS6X6X14/HSS6X6X14/ HSS6X6X14/
HSS6X6X14/ HSS6X6X14/HSS6X6X14/ HSS6X6X14/
HSS6X6X14/HSS6X6X14/HSS6X6X58/ HSS6X6X14/
HSS6X6X14/HSS6X6X58/ HSS6X6X14/
HSS6X6X14/HSS6X6X14/
18GA STEEL PLATE
SIDE FACE OF THE PODHSS6X6X14/ HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
18GA STEEL PLATE
BOTTOM FACE OF THE POD
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
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6X 6X
1 4/
H
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6X 6X
1 4/
H
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6X 6X
1 4/
H
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6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
18GA STEEL PLATE
SIDE FACE OF THE POD
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
18GA STEEL PLATE
SIDE FACE OF THE POD
18GA STEEL PLATE
SIDE FACE OF THE POD
18GA STEEL PLATE
TOP FACE OF THE POD
18GA STEEL PLATE
TOP FACE OF THE POD
18GA STEEL PLATE
TOP FACE OF THE POD
18GA STEEL PLATE
SIDE FACE OF THE POD
18GA STEEL PLATE
BOTTOM FACE OF THE POD
Z PROFILE - SEE DETAIL 6/501
STRONGBACK HORZ
CONNECTOR TO (E) COLUMNS
'-0
01-SF502
'-0
'-0
'-0
'-9 3 4/ "
SOUTH TR TOWER SECTIONS
AND ELEVATIONS
04.28.202105.26.2021 SHEET 54 of 421
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
Project Title
EHRM INFRASTRUCTURE
UPGRADES
644-20-201
01Concourse Federal Group 11755 Wilshire Blvd., Suite 1250 Los Angeles, CA 90025
04.01.2021
100% CONSTRUCTION
DOCUMENT SET
Revisions: Date:
FULLY SPRINKLERED
GPL BVS
SIDE ELEVATION
SCALE = 1:481
SIDE ELEVATION
SCALE = 1:482 FRONT ELEVATION
SCALE = 1:483
BACK ELEVATION
SCALE = 1:484
26'-0"
14'-0"
0"
50'-0"
38'-0"
K K.7
26'-0"
14'-0"
0"
50'-0"
38'-0"
K K.7
26'-0"
14'-0"
0"
50'-0"
38'-0"
14.5 15 16
50'-0"
14.5
0"
38'-0"
26'-0"
14'-0"
15 16
2 2 4 8 10 12 14
1/4" = 1'-0"
FEETSCALE
PA
R
AP
ET
ST
EE
L
PO
D W
/ C
FS
IN
FI
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P
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S C
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W / C
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IN
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FS
IN
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P
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S
01-SF352
FRONT FACE OF POD
18 GA STEEL PLATE
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS4X4X316/
H
SS
6X 6X
1 4/ H
SS
6X
6X 1 4/
HSS4X4X316/
HSS4X4X316/
HSS6X6X14/HSS4X4X316/
HSS6X6X14/
H
SS
6X 6X
1 4/
(E) COLUMN
(E) WALL
(E) SLAB
18GA STEEL PLATE
SIDE FACE OF POD
18GA STEEL PLATE
SIDE FACE OF POD
BOTTOM FACE OF POD
18 GA STEEL PLATE
TOP FACE OF POD
18 GA STEEL PLATE
FRONT FACE OF POD
18 GA STEEL PLATE
18GA STEEL PLATE
TOP FACE OF POD
1' -1
0 "
9' -9
3 4/ "
'-6
'-6
1' -9
16/
18GA STEEL PLATE
BOTTOM FACE OF POD
18GA STEEL PLATE
TOP FACE OF POD
18GA STEEL PLATE
FRONT FACE OF POD
18GA STEEL PLATE
FRONT FACE OF POD
18GA STEEL PLATE
TOP FACE OF POD
ON EXTERIOR FACE OF INFILL STUD WALL, TYP
18GA SHEET METAL
9' -9
3 4/ "
'-6
'-6
HSS6X6X14/
HSS6X6X14/HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/
'-6
HSS4X4X316/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS4X4X316/ HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/ H
SS
6X
6X 1 4/
18GA STEEL PLATE
FRONT FACE OF POD
HSS6X6X14/
18GA STEEL PLATE
FRONT FACE OF POD
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
18GA SHEET METAL
SIDE FACE OF POD
18GA SHEET METAL
SIDE FACE OF POD
18GA STEEL PLATE
TOP FACE OF POD
18GA STEEL PLATE
TOP FACE OF POD
18GA STEEL PLATE
BOTTOM FACE OF POD
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/ H
SS
6X
6X 1 4/
'-6
9'
-9 3 4/ "
1' -1
0"
H
SS
6X 6X
1 4/
HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/
'-7
H
SS
X6
X5 8/
ST
R
O N
G
BA
C K
HSS6X6X14/
HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
1' -4
1 4/ "
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/HSS6X6X14/HSS6X6X14/ HSS6X6X14/
HSS6X6X14/ HSS6X6X14/HSS6X6X14/ HSS6X6X58/HSS6X6X58/
"X
18GA SHEET METAL
SIDE FACE OF POD
18GA SHEET METAL
SIDE FACE OF POD
18GA STEEL PLATE
TOP FACE OF POD
18GA STEEL PLATE
TOP FACE OF POD
18GA STEEL PLATE
BOTTOM FACE OF POD
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
5 8/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
'-6
'-6
NORTH TR TOWER
SECTIONS AND ELEVATIONS
04.28.202105.26.2021 SHEET 55 of 421
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
Project Title
EHRM INFRASTRUCTURE
UPGRADES
644-20-201
01Concourse Federal Group 11755 Wilshire Blvd., Suite 1250 Los Angeles, CA 90025
04.01.2021
100% CONSTRUCTION
DOCUMENT SET
Revisions: Date:
FULLY SPRINKLERED
GPL BVS
AXONOMETRIC VIEW - BASE POD1B
LEVEL 2 - FRAMING @ LOW ROOF
SCALE = 1:481
ROOF PLAN
SCALE = 1:483
TYPICAL POD FLOOR/ROOF PLAN
1:482A
AXONOMETRIC VIEW - TYP POD1A
TYPICAL FRONT & BACK ELEVATION
1:482B
TYPICAL FRONT & BACK ELEVATION
1:482C
BASE POD FLOOR @ LEVEL 2
1:483A
BASE POD SIDE ELEVATION
1:483C
BASE POD FRONT ELEVATION
1:482B
BASE POD BACK ELEVATION
1:483B
TOP POD ROOF @ LEVEL 7
1:484A
AXONOMETRIC VIEW - TOP POD1C
TOP POD BACK ELEVATION
1:484B
K
11 1211.1
H
J
J.7
K.7
J
J.7
11.1
K
J
J.7
11.1
K
J J.7 K
11.111
J
11 11.1
J.7
K
11 11.1
14'-0"
26'-0"
J J.7
14'-0"
K
26'-0"
26'-0"
J J.7
14'-0"
K
J.7
11 11.1
J
K
J J.7 K
76'-0"
62'-0"
2 2 4 8 10 12 14
1/4" = 1'-0"
FEETSCALE
N
9' -9
3 4/
B
AS
E
PO
D
7. SEE 01-SF503 FOR TYPICAL CFS DETAILS & ELEVATIONS
3. THE INFILL WALLS ARE ENCASED IN 18GA SHEET METAL.
2. INTERMEDIATE FLOORS & PARAPETS ARE MADE OF CFS STUD INFILL WALLS SUPPORTED BY THE POD UNDERNEATH.
1. THE TOWER WALLS ARE MADE OF METAL STUDS.
TOWER WALLS:
FOR STRONGBACK CONNECTION DETAILS SEE SHEET 01-502
THE STRONGBACK IS ANCHORED TO THE (E) WALL BELOW EA FLOOR & ROOF SLAB @ BASE.
STRONGBACK INFO:
THESE CHANNELS ARE TO BE REMOVED AFTER THE POD IS ERECTED.
5. CHANNELS ARE PLACED AT THE BASE POD FOR EASE OF TRANSPORT.
THESE CONNECTIONS ARE MADE ON FEILD WHILE THE POD IS SUPPORTED BY THE CRANE.
4. POD REGIONS NEXT TO COLUMN ARE ANCHORED DIRECTLY TO (E) CONCRETE COLUMN.
3. THE POD IS INSTALLED BY HOOKING TO THE STRONGBACK
2. HSS-HSS CONNECTIONS ARE MOMENT CONNECTIONS
1. ALL HSS-HSS POD CONNECTIONS ARE SHOP WELDS.
HSS POD NOTES
NOTES:
01-SF401
MC12X10.6
CONSTRUCTION BEAM
MC12X10.6
CONSTRUCTION BEAM
MC12X10.6
CONSTRUCTION BEAM
'-6
'-0
2"
'-8
'-0
'-6
2"
'-8
'-0
2"
1'-9"
17'-3"
H
SS
4X 4X
3 16/
HSS6X6X14/
TYP 4
01-SF501
HSS6X6X14/
H
SS
6X 6X
1 4/
5' -5
1 2/ "
H
SS
4X 4X
3 16/
HSS6X6X14/
H
SS
6X 6X
1 4/
2C
HSS6X6X14/
01-SF501
H
SS
6X 6X
1 4/
5' -6
1 2/ "
2B
H
SS
6X 6X
5 8/
HSS6X6X14/
HSS6X6X14/
H
SS
4X 4X
3 16/
H
SS
6X 6X
5 8/
H
SS
4X 4X
3 16/
H
SS
4X 4X
3 16/
H
SS
4X 4X
3 16/
H
SS
4X 4X
3 16/
H
SS
4X 4X
3 16/
H
SS
4X 4X
3 16/
(E) WALL
(E) COLUMN
HSS6X6X14/
1'-9"
H
SS
6X 6X
1 4/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
H
SS
4X 4X
3 16/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
2'-6"
HSS6X6X14/
HSS6X6X14/HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/HSS6X6X14/
TYP1
01-SF501
SIM1
01-SF501
TYP7
01-SF501
2C
2'-11716/ "
'-4
6' -2
6'
-2
5' -0
10'-8"3"
3'-212/ "2'-10916/ "
H
SS
6X 6X
1 4/
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/
5'-0"
H
SS
6X 6X
1 4/
HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
5"@12
18GA PLATE TO
POD INTERIOR HSS TYP
U.N.O.
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/ HSS6X6X14/
HSS6X6X14/
4/ "
1'-3"
5"@12
18GA PLATE TO
POD EDGE HSS TYP
U.N.O.
9"@12
18GA PLATE TO HSS
NON-TYP
9"@12
18GA PLATE TO HSS
NON-TYP
'-6
"T
YP
4/ "
5'-11"
5'-512/ "5'-612/ "6'-2"6'-2"
21'-8"
(E) WALL
HSS4X4X316/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
(E) SLAB
HSS4X4X316/
10'-71516/ "
12"@12
18GA PLATE TO HSS
NON-TYP
9"@12
18GA PLATE TO HSS
NON-TYP
'-6
4/ "
H
SS
4X 4X
3 16/
HSS6X6X14/
HSS6X6X14/
HSS4X4X316/
HSS6X6X14/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
H
SS
6X 6X
1 4/
M C
X1
0.
C H
AN
N
EL
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
H
SS
4X 4X
3 16/
H
SS
6X 6X
1 4/
8"X24"
CONCRETE CURB
2B
8"X24"
CONCRETE CURB
HSS6X6X14/
SIM
H
SS
6X 6X
1 4/ H
SS
6X
6X 1 4/
H
SS
6X 6X
1 4/
8"X24"
CONCRETE CURB
HSS6X6X14/HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
3C
3C
3B
M C
X1
0.
C H
AN
N
EL
M
C
X1 0.
C
H
AN
N
EL
TYP 2
01-SF501
(E) SLAB
HSS6X6X14/
(E) WALL
H
SS
6X 6X
1 4/
(E) SLAB
HSS4X4X316/
H
SS
6X 6X
1 4/
HSS4X4X316/
HSS6X6X14/
8"X24"
CONCRETE CURB
9' -9
3 4/ "
12"@12
18GA PLATE TO HSS
NON-TYP
9"@12
18GA PLATE TO HSS
NON-TYP
9"@12
18GA PLATE TO HSS
NON-TYP
1" 2'
-0
4/ "
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/HSS6X6X14/
8"X24"
CONCRETE CURB
HSS6X6X14/
HSS6X6X14/HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/ HSS6X6X14/ HSS6X6X14/
1'-3"21'-8"5'-11"
5'-512/ "5'-878/ "5'-1158/ "6'-2"5'-0"
4/ "
9' -9
3 4/ " 1"
2' -0
MC12X10.6 CONSTRUCTION CHANNELS
TO BE REMOVED AFTER POD ERECTED ON SITE
H
SS
6X 6X
1 4/
HSS6X6X14/
H
SS
6X 6X
1 4/
8"X24"
CONCRETE CURB
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/ HSS6X6X14/HSS6X6X14/
8"X24"
CONCRETE CURB
H
SS
6X 6X
1 4/
MC12X10.6MC12X10.6
2C
H
SS
6X 6X
1 4/
2C
2B
01-SF501
H
SS
4X 4X
3 16/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
H
SS
6X 6X
1 4/
H
SS
4X 4X
3 16/
H
SS
6X 6X
1 4/
4B
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
0T
0-
01-SF501
H
SS
6X 6X
1 4/
HSS6X6X14/
9"@12
18GA PLATE TO HSS
NON-TYP
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS4X4X316/
H
SS
4X 4X
3 16/ H
SS
4X
4X 3 16/
9"@12
18GA PLATE TO HSS
NON-TYP
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS4X4X316/
HSS4X4X316/
9"@12
18GA PLATE TO HSS
NON-TYP
9"@12
18GA PLATE TO HSS
NON-TYP
HSS6X6X14/ HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/ HSS6X6X14/
01-SF501
01-SF501
SOUTH TR TOWER PLAN
04.28.202105.26.2021 SHEET 56 of 421
AXONOMETRIC VIEW - BASE POD - NORTH TOWER1B
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
Project Title
EHRM INFRASTRUCTURE
UPGRADES
644-20-201
01Concourse Federal Group 11755 Wilshire Blvd., Suite 1250 Los Angeles, CA 90025
04.01.2021
100% CONSTRUCTION
DOCUMENT SET
Revisions: Date:
FULLY SPRINKLERED
GPL BVS
TYP POD FLOOR/ROOF PLAN
1:482
TYP FLOOR PLAN
SCALE = 1:482
ROOF FRAMING PLAN
SCALE = 1:483
AXONOMETRIC VIEW - TYP NORTH POD1A
FRONT & BACK ELEVATION TYP
1:482A
SIDE ELEVATION
1:482BSIDE ELEVATION
1:482C
BASE POD FLOOR PLAN @ LEVEL 2
1:483
BASE POD BACK ELEVATION
SCALE = 1:483A
NORTH TOWER POD PLAN @ ROOF
1:489
K
15 16
K.7
14.5
K.7
K
15 16
14.5 15 16
K
K.7
15 1614.5
KK.7
KK.7
K.7
K
14.5 15
14'-0"
26'-0"
15 1614.5
K
14.5 1615
K.7
2 2 4 8 10 12 14
1/4" = 1'-0"
FEETSCALE
N
'-1
B
AS
E
PO
D
'-1
B
AS
E
PO
D
'-1
B
AS
E
PO
D
BASE POD ROOF PLAN IS SIMILAR TO AS THAT OF TYPICAL POD FLOOR/ROOF PLAN
NOTE
7. SEE 01-SF503 FOR TYPICAL CFS DETAILS & ELEVATIONS
3. THE INFILL WALLS ARE ENCASED IN 18GA SHEET METAL.
2. INTERMEDIATE FLOORS & PARAPETS ARE MADE OF CFS STUD INFILL WALLS SUPPORTED BY THE POD UNDERNEATH.
1. THE TOWER WALLS ARE MADE OF METAL STUDS.
TOWER WALLS:
FOR STRONGBACK CONNECTION DETAILS SEE SHEET 01-502
THE STRONGBACK IS ANCHORED TO THE (E) WALL BELOW EA FLOOR & ROOF SLAB @ BASE.
STRONGBACK INFO:
THESE CHANNELS ARE TO BE REMOVED AFTER THE POD IS ERECTED.
5. CHANNELS ARE PLACED AT THE BASE POD FOR EASE OF TRANSPORT.
THESE CONNECTIONS ARE MADE ON FEILD WHILE THE POD IS SUPPORTED BY THE CRANE.
4. POD REGIONS NEXT TO COLUMN ARE ANCHORED DIRECTLY TO (E) CONCRETE COLUMN.
3. THE POD IS INSTALLED BY HOOKING TO THE STRONGBACK
2. HSS-HSS CONNECTIONS ARE MOMENT CONNECTIONS
1. ALL HSS-HSS POD CONNECTIONS ARE SHOP WELDS.
HSS POD NOTES
NOTES:
01-SF402
H
SS
6X 6X
1 4/
'-7
3 4/ "
HSS6X6X14/
HSS4X4X316/
2C
(E) COLUMN
HSS6X6X14/
HSS6X6X14/
SIM
TYP
01-SF501
H
SS
6X 6X
1 4/
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/
(E) COLUMN
(E) WALL
2A
2B
HSS4X4X316/
HSS6X6X58/
HSS4X4X316/
HSS4X4X316/HSS4X4X316/
HSS6X6X58/
H
SS
6X 6X
1 4/
HSS6X6X14/HSS6X6X14/
HSS4X4X316/
HSS6X6X14/
HSS6X6X14/
H
SS
4X 4X
3 16/
1' -5
1 2/ "
H
SS
4X 4X
3 16/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
H
SS
6X 6X
1 4/
TYP 1
01-SF501
01-SF501
2' -8
TYP 3
01-SF501
TYP 4
01-SF501
TYP 5
01-SF501
3' -2
1 2/ "
31'-6"
01-SF501
9' -2
1 4/ "
5'-3"5'-3"5'-3"5'-3"5'-3"5'-3"
2' -9
3 16/
3' -2
9 16/
'-8
24'-0"
'-2
3 4/ "
'-8
24'-0"
5'-3"
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/ HSS6X6X14/ HSS6X6X14/
HSS6X6X14/ HSS6X6X14/
5'-3"
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS4X4X316/
HSS6X6X14/
5"@12
18GA PLATE TO
POD INTERIOR HSS TYP
U.N.O.
5"@12
18GA PLATE TO
POD EDGE HSS TYP
U.N.O.
'-0
T
YP
P
O D
21'-0"3'-0"7'-6"
5'-3"10'-6"5'-3"
'-0
T
YP
P
O D
(E) WALL
HSS6X6X14/
k
6"@12
18GA PLATE TO HSS TYP
U.N.O
HSS6X6X14/
k
HSS14X6X58/
k
9'-214/ "1'-712/ "
4/ "
6"
(E) WALL
HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
(E) COLUMN
HSS6X6X14/
HSS4X4X316/
HSS4X4X316/
9'-214/ "712/ "
'-0
T
YP
P
O D
3"
4/ "
3A
8"X24"
CONCRETE CURB
(E) WALL
SIM
2B
SIM
HSS6X6X14/HSS6X6X14/
(E) COLUMN
H
SS
4X 4X
3 16/
HSS6X6X14/ HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/HSS6X6X14/
HSS6X6X14/
HSS6X6X14/HSS6X6X14/
HSS6X6X14/ HSS6X6X14/
HSS4X4X316/
H
SS
4X 4X
3 16/
H
SS
4X 4X
3 16/
8"X24"
CONCRETE CURB
(E) COLUMN
2A
2C
SIM
HSS4X4X316/
HSS6X6X58/
HSS6X6X14/
TYP 7
01-SF501
H
SS
4X 4X
3 16/ H
SS
6X
6X 1 4/
HSS6X6X14/
H
SS
6X 6X
1 4/
(E) SLAB
H
SS
6X 6X
1 4/
(E) COLUMN
(E) COLUMN
H
SS
6X 6X
1 4/
8"X24"
CONCRETE CURB
HSS6X6X14/ HSS6X6X14/
HSS6X6X58/ HSS6X6X58/
H
SS
6X 6X
1 4/
H
SS
6X 6X
5 8/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
4/ "
6" 9'
-4 3 4/ "
2' -0
H
SS
6X 6X
1 4/
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/ HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/
H
SS
4X 4X
3 16/
HSS4X4X316/
H
SS
4X 4X
3 16/
HSS4X4X316/ HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
HSS6X6X14/
HSS4X4X316/
HSS4X4X316/
01-SF501 13
01-SF501
SOUTH TR TOWER PLAN
04.28.202105.26.2021 SHEET 57 of 421
TYP NORTH POD -
(E) COLUMN CONNECTION
1:129
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
Project Title
EHRM INFRASTRUCTURE
UPGRADES
644-20-201
01Concourse Federal Group 11755 Wilshire Blvd., Suite 1250 Los Angeles, CA 90025
04.01.2021
100% CONSTRUCTION
DOCUMENT SET
Revisions: Date:
FULLY SPRINKLERED
GPL BVS
TYP POD HOOK DETAIL
1:81
TYP POD TO (E) WALL
INTERIOR CONN DETAIL
SCALE = 1:8
TYPICAL SOUTH POD -
(E) COLUMN CONNECTION
1:128
TYPICAL EYEBROW FRONT
HSS - HSS6X6 CONNECTION
1:83
TYPICAL T- CONNECTION
1:84
NON TYP BEAM CONNECTION
SECTION VIEW
SCALE = 1:88B
SIDE ELEVATION
1:81
TYP NORTH POD TO (E) WALL
INTERIOR CONN DETAIL
SCALE = 1:89
TYP POD TO STRONGBACK
CONN. DETAIL - ELEVATION
1:81A
POD CORNER
NON-TYP CONNECTION - PLAN VIEW
1:125
NON TYP BEAM CONNECTION
1:88
NORTH TOWER POD BASE
1:87
TIE PLATE
TOP POD BACK ELEVATION
1:1211
NON-TYP T CONNECTION
1:126
DETAIL
1:125A
SECTION VIEW
1:128A
DETAIL
1:129A
TIE PLATE
DETAIL
1:1211A
BASE POD VERT TO STRONGBACK DETAIL
1:82
NORTH POD TO COLUMN CORNER CONNECTION
1:1210
HORZ STIFFENERVERTICAL STIFFENER
NORTH POD - (E) CONCRETE
1:1212
NORTH POD - (E) CONCRETE
CORNER DETAIL
1:1213
HORZ STIFFENER
HORZ STIFFENER - NON-TYP
11 11.1
11.1
11 11.1
K.7
11.111
H
SS
6X 6X
1 4/
318/ "
HSS6X6X14/
PL12/ "X8" X 0'-9 58/ "
BENT_PLATE
38/ 38/
BENT PL TO
END PL TYP
18"X18" (E) COLUMN
HSS6X6X14/ HSS6X6X14/
BPL34/ "X20" X 1'-3 58/ "
BENT_PLATE
BPL34/ "X20" X 1'-3 58/ "
BENT_PLATE
PL12/ "X8" X 0'-9 58/ "
BENT_PLATE
PL12/ "X6" X 2'-10"
END_PLATE
14/ 14/
TYP
(14/ ) (14/ )
END PL TO
HSS TYP
34/ " Ø ANCHOR W/ 6" EFF EMBED
HILTI HIT-RE 500 V3 + HAS-B-105
ESR-3814
INSTALL ALONG WITH STRONG BACK
( 2 ) 34/ " Ø A325 BOLT
FEILD ATTACHMENT
9A
6"
4/ " 4"
234/ "
STEEL POD DETAILS
01-SF501
DETAILS 10-13 ARE FEILD DETAILS MEANT TO BE EXCECUTED WHILE THE POD IS STILL SUSPENDED FROM CRANE
REBAR LOCATIONS & AVOID CUTTING THROUGH (E) REBAR
WHEN SAWING/DRILLING THROUGH (E) CONCRETE, CONTRACTOR SHALL CHECK
NOTE:
HSS14X6X58/
STRONGBACK
HSS6X6X14/
HSS6X6X14/
8"
HSS6S6S14/ TYP/
HSS6X6X58/ NON-TYP
3"
1A
(14/ ) (14/ )
FACE PL TO HSS
T&B TYP
1' -0
FOR STRINGBACK - WALL CONNECTION
SEE DETAIL 3&4/01-SF502
PL2 12/ "X6" X 0'-7"
HOOK PLATE, TYP
5 8/ "
PL1"X6" X 1'-0"
FACE PLATE TYP
(14/ ) 14/
FACE PL TO HSS
SIDES TYP
38/ (38/ )
HOOK PLATE
TO FACE PLATE TYP
212/ " Ø ROD
A307 THRU BOLT
5" Ø PLATE SNUG TIGHT EA SIDE
PLACE AFTER POD IS HOOKED TO PIN(E) WALL
38/
TYP
01-SF502
312/ "312/ "
3 8/ "
3"
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/
H
SS
6X 6X
5 8/
HSS14X6X58/
( 2 ) 34/ " Ø A325 BOLT
FEILD ATTACHMENT
ATTACH WHILE POD IS SUPPORTED
BY CRANE
H
SS
6X 6X
1 4/
1 2/ "
HSS6X6X14/
HSS6X6X14/
34/ " Ø ANCHOR W/ 6" EFF EMBED
HILTI HIT-RE 500 V3 + HAS-B-105
ESR-3814
2/ "
H
SS
6X 6X
1 4/8" THICK (E) WALL
38/ 38/
ANGLE
TO PL TYP
6"
1 2/ "
8A
3"
8"
1 2/ "
BPL34/ "X20" X 1'-2 58/ "
BENT_PLATE
2/ "
BPL 38/ "X912/ "X0'-8" LONG
L5X5X34/ X 0'-8" LONG
ANGLE
OVERSIZED HOLE
8A
BPL34/ "X20" X 1'-2 58/ "
BENT_PLATE
22"X22" (E) COLUMN
34/ " Ø ANCHOR W/ 6" EFF EMBED
HILTI HIT-RE 500 V3 + HAS-B-105
ESR-3814
8/ "
2"
3"
2"12/ "
H
SS
6X 6X
1 4/HSS6X6X14/
(316/ ) (316/ )
HSS HORZ LEGS TYP
HSS4X4X316/HSS6X6X14/
5"@12
18GA HORZ & VERT
PLATE TO EDGE HSS TYP
U.N.O. (SEE 01-SF401 & 402)
(316/ ) 316/
HSS VERT LEGS TYP
(316/ ) 316/
HSS HORX LEGS TYP
(316/ ) 316/
HSS VERT LEGS TYP
H
SS
4X 4X
3 16/
H
SS
6X 6X
1 4/
HSS6X6X14/
(14/ ) (14/ )
TYP
HSS6X6X14/
PLACE CAP PLATE @ T&B
H
SS
6X 6X
1 4/
14/ 14/
TYP
5"@12
18GA HORZ & VERT
PLATE TO INTERIOR HSS TYP
U.N.O. (SEE 01-SF401 & 402)
5"@12
18GA HORZ & VERT
PLATE EDGE
TO HSS TYP
18GA STEEL PLATE
WHERE SHOWN ON SHEETS 01-SF35X
1 4/ "
(14/ )
VERT HSS - HORZ HSS TYP
(14/ )
VERT HSS - HORZ HSS TYP
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X58/ BM
WHERE SHOWN ON PLAN
SEE SHEET 01-SF40X
(14/ ) 1"@6 (14/ ) 1"@6
TYP ALL DOUBLE BMS
TOP AND BOTTOM
HSS6X6X14/
HSS14X6X58/
H
SS
6X 6X
1 4/
HSS6X6X14/HSS6X6X14/
HSS6X6X14/
3"
258/ "
7"
6"
2316/ "3716/ "138/ "
4/ "
4/ "
15°
R 1 5 16/ "
3"
(E) WALL
8"
HSS6X6X14/
(14/ ) (14/ )
FACE PL TO HSS
T&B TYP
H
SS
6X 6X
1 4/
H
SS
X6
X5 8/
ST
R
O N
G
BA
C K
312/ "
HSS6S6S14/ TYP/
HSS6X6X58/ NON-TYP
(E) SLAB
(E) WALL
5" Ø PLATE SNUG TIGHT EA SIDE
PLACE AFTER POD IS HOOKED TO PIN
PL2 12/ "X6" X 0'-7"
HOOK PLATE, TYP
FOR STRINGBACK - WALL CONNECTION
SEE DETAIL 3&4/01-SF502
312/ "
1 2/ " 3"
5A
HSS6X6X58/ NON-TYP HSS BM
SEE DETAIL 1/-
POD HOOK TO STRONGBACK
HSS6X6X14/
14/ 14/
HSS6X6X14/ - HSS6X6X58/ TYP
(14/ ) (14/ )
HSS6X6X14/ - HSS6X6X58/ TYP
HSS6X6X58/ BM
WHERE SHOWN ON PLAN
SEE SHEET 01-SF40X
8B
HSS6X6X14/ COL
H
SS
6X 6X
1 4/
(14/ )
VERT HSS - HORZ HSS TYP
(14/ ) 1"@6 (14/ ) 1"@6
TYP ALL DOUBLE BMS
TOP AND BOTTOM
(14/ )
VERT HSS - HORZ HSS TYP
2"
14/
4 SIDES TYP
HSS6X6X14/ HSS_COLUMN
2"
2"
(4) 34/ " Ø EPOXY ANCHOR
HILTI HIT-RE500 V3 + HAS-R 304/316 SS
312/ " EFF EMBED
ESR-3814
PL34/ "X12" X 1'-0"
BASE PLATE ON
12/ " EPOXY GROUT
8"
2"8"
712/ "1'-7"712/ "
1' -2
1 2/ "
11A
1-12/ _HEAVY_HEX_NUT
TYP
14/ 14/
STIFFENER TO TIE_PLATE, TYP
HSS6X6X14/ WHERE EXISTS
AS SHOWN ON PLAN
PL12/ "X5" X 0'-5"
WASHER, SNUG TIGHT
(2) 112/ " Ø A307 THRU BOLT TYP
EA SIDE
14/ 14/
PL TO HSS TYP
8" THICK (E) WALL
PL12/ "X6" X 0'-6" VERT STIFFENER
HSS6X6X14/
PL12/ "X18" X 3'-2" TIE_PLATE
(14/ ) (14/ )
PL TO HSS
T&B TYP
HSS6X6X14/
HSS6X6X14/
DO NOT CUT REBAR
SNUG TIGHT
DRILL HOLE THROUGH WALL
22"X22" (E) COLUMN
PL12/ "X18" X 5'-8" TIE_PLATE
PL12/ "X6" X 0'-6" VERT STIFFENER
PL12/ "X6" X 0'-6" VERT STIFFENER
PL38/ "X7 12/ " X 1'-4" STIFFENER
PL38/ "X7 12/ " X 1'-4" HORZ STIFFENER
14/ 14/
STIFFENER TO HSS, TYP
4" 2'
-6
4"
H
SS
6X 6X
1 4/
HSS4X4X316/
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
PLACE CAP PLATE @ T&B
(14/ ) 1"@6 (14/ ) 1"@6
TYP ALL DOUBLE BMS
TOP AND BOTTOM
SEE DTL 3/-
TO TYP POS HSS
EYEBROW FRONT HSS
14/ 14/
EA SIDE TYP
(14/ ) (14/ )
T&B TYP
14/ 14/
TYP HORZ HSS - HSS6X6X58/
(14/ ) (14/ )
TYPVERT HSS - HSS6X6X58/
SEE DETAIL 1/-
POD HOOK TO STRONGBACK
HSS6X6X58/ NON-TYP HSS BM
PLACE CAP PLATE @ OPEN SIDE
HSS6X6X14/
(14/ ) (14/ )
TYP HORZ HSS - HSS6X6X58/
H
SS
6X 6X
1 4/
14/ 14/
TYPVERT HSS - HSS6X6X58/
212/ "
8" THICK (E) WALL
2/ "
2"
2/ "
2/ "
HSS6X6X14/
BPL 38/ "X912/ "X0'-8" LONG
H
SS
6X 6X
1 4/
HSS6X6X14/
38/ 38/
EA SIDE TYP
8" THICK (E) WALL
22"X22" (E) COLUMN
2/ "
BPL34/ "X20" X 1'-2 58/ "
BENT_PLATE
34/ " Ø ANCHOR W/ 6" EFF EMBED
HILTI HIT-RE 500 V3 + HAS-B-105
ESR-3814
INSTALL ALONG WITH STRONG BACK
( 2 ) 34/ " Ø A325 BOLT
FEILD ATTACHMENT
4"
1'-2"
2/ "
3"2"6"12/ "
4/ "
HSS6X6X14/HSS6X6X14/
2/ "
9"
18"X18" (E) COLUMN
HSS6X6X14/
8" THICK (E) WALL
BPL34/ "X20" X 1'-3 58/ "
BENT_PLATE
PL12/ "X8" X 0'-9 58/ "
BENT_PLATE
34/ " Ø ANCHOR W/ 6" EFF EMBED
HILTI HIT-RE 500 V3 + HAS-B-105
ESR-3814
INSTALL ALONG WITH STRONG BACK
( 2 ) 34/ " Ø A325 BOLT
FEILD ATTACHMENT
214/ "
2/ "
4/ "
5"
3"
4"
2/ "
1"
2/ "
2/ "
4"
8" 1'
-1 0 "
1'-412/ "
8"
PL12/ "X6" X 0'-6" VERT STIFFENER
1-12/ _HEAVY_HEX_NUT
(2) 112/ " Ø A307 THRU BOLT TYP
EA SIDE
PL12/ "X18" X 3'-2" TIE_PLATE
14/ 14/
HSS TO STIFFENER TYP
PL12/ "X5" X 0'-5"
WASHER, SNUG TIGHT
PL38/ "X7 12/ " X 1'-4" HORZ STIFFENER
PL12/ "X6" X 0'-6" VERT STIFFENER
PL12/ "X6" X 0'-6" VERT STIFFENER
PL12/ "X6" X 0'-6" VERT STIFFENER
PL38/ "X7 12/ " X 1'-4" HORZ STIFFENER
14/ 14/
STIFFENER
TO SIDE PLATE TYP
PL12/ "X6" X 0'-6" VERT STIFFENER
4"2'-6"4"
9" 9"
4" 4"
5" Ø PLATE SNUG TIGHT EA SIDE
PLACE AFTER POD IS HOOKED TO PIN
38/
ROD TO HSS TYP
5" Ø PLATE SNUG TIGHT EA SIDE
PLACE AFTER POD IS HOOKED TO PIN
1A
SIM
M C
X1
0.
M C
X1
0.
14/ 14/
PL TO HSS TYP
(14/ ) (14/ )
FACE PL TO HSS
EA SIDE TYP
PL2 12/ "X6" X 0'-7"
HOOK PLATE, TYP
212/ " Ø ROD
A307 THRU BOLT
PL2 12/ "X6" X 0'-7"
HOOK PLATE, TYP
PL1"X6" X 1'-0"
FACE PLATE TYP
BPL34/ "X20" X 1'-4 58/ " LONG
BENT_PLATE EA SIDE
PL1"X6" X 2'-5 14/ " LONG
END_PLATE
5"
34/ " Ø ANCHOR W/ 6" EFF EMBED
HILTI HIT-RE 500 V3 + HAS-B-105
ESR-3814
34/ " Ø ANCHOR W/ 6" EFF EMBED
HILTI HIT-RE 500 V3 + HAS-B-105
ESR-3814
( 2 ) 34/ " Ø A325 BOLT
FEILD ATTACHMENT
ATTACH WHILE POD IS SUPPORTED
BY CRANE
( 2 ) 34/ " Ø A325 BOLT
FEILD ATTACHMENT
ATTACH WHILE POD IS SUPPORTED
BY CRANE
14/ 14/
T&B TYP
(14/ ) (14/ )
EA SIDE TYP
8ASIMHSS6X6X14/ STUB
14/
STUB TO END PL
2" 5"
1"
2/ "
1"
1"1'-3"
1"5"
1"5"
1"1" 1"
(2) 112/ " Ø A307 THRU BOLT TYP
EA SIDE
18"X18" (E) COLUMN
SIM
1-12/ _HEAVY_HEX_NUT
TYP
PL12/ "X18" X 2'-10" TIE_PLATE
COMES WITH POD
OVERSIZED HOLES FOR THRU BOLTS
PL38/ "X7 12/ " X 1'-2" HORZ STIFFENER
11A
14/ 14/
STIFFENER TO HSS/TIE_PLATE, TYP PL12/ "X6" X 0'-6" VERT STIFFENER
PL12/ "X6" X 0'-6" VERT STIFFENERPL12/ "X6" X 0'-6" VERT STIFFENER
PL38/ "X7 12/ " X 1'-2" HORZ STIFFENER
PL12/ "X18" X 5'-0" TIE_PLATE
8" THICK (E) WALL
PL12/ "X5" X 0'-5"
WASHER, SNUG TIGHT
14/ 14/
STIFFENER TO TIE_PLATE, TYP
4"2'-2"4"
14/ 14/
STIFFENER TO HSS/TIE_PLATE, TYP
8" THICK (E) WALL
PL12/ "X5" X 0'-5"
WASHER, SNUG TIGHT
1-12/ _HEAVY_HEX_NUT
TYP
PL38/ "X7 12/ " X 1'-2" HORZ STIFFENER
18"X18" (E) COLUMN
(2) 112/ " Ø A307 THRU BOLT TYP
EA SIDE
PL12/ "X6" X 0'-6" VERT STIFFENER
14/ 14/
STIFFENER TO TIE_PLATE, TYP
PL12/ "X18" X 2'-10" TIE_PLATE
COMES WITH POD
OVERSIZED HOLES FOR THRU BOLTS
(2) PL38/ "X14" X 1'-2" HORZ STIFFENER NON-TYP
ALIGN WITH HORZ HSS6X6 FLANGE CENTER LINE
PL12/ "X6" X 0'-6" VERT STIFFENER
PL38/ "X7 12/ " X 1'-2" HORZ STIFFENER
PL12/ "X6" X 0'-6" VERT STIFFENER
PL12/ "X18" X 5'-0" TIE_PLATE
1"612/ "
1' -1
1"
1"
1'-1"1"
1" 1'
-1
1"
04.28.202105.26.2021 SHEET 58 of 421
GUSEET PLATE 3
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
Project Title
EHRM INFRASTRUCTURE
UPGRADES
644-20-201
01Concourse Federal Group 11755 Wilshire Blvd., Suite 1250 Los Angeles, CA 90025
04.01.2021
100% CONSTRUCTION
DOCUMENT SET
Revisions: Date:
FULLY SPRINKLERED
GPL BVS
STRONGBACK TO WALL - FRONT VIEW
1:83
SOUTH TOWER STRONGBACK ELEVATION
1:961
NORTH TOWER STRONGBACK ELEVATION
1:962
ALTERNATE STRONGBACK - WALL DETAIL
@ SOUTH TOWER
SCALE = 1:124
SOUTH TOWER -
BEARING & LATERAL CONNECTION
UNDER LEVEL 3 SLAB
1:125DETAIL
1:125A
STRONG BACK BRACE BELOW LEVEL 3
1:126
GUSEET PLATE 2
GUSEET PLATE 1 BRACE KNIFE PLATE 1
BRACE KNIFE PLATE 2
DETAIL
1:126A
HSS PIN DETAIL
1:123A
STRONGBACK ELEVATION
SIDE VIEW
1:961A
SOUTH TOWER -
STRONGBACK BASE
1:127
NORTH TOWER -
STRONGBACK BASE DETAIL
1:128
STRONGBACK ELEVATION
SIDE VIEW
1:962A
DETAIL
1:127A
DETAIL
1:125B
GUSEET PLATE 4
STRONGBACK TO
WALL CONNECTION
1:123B
38'-0"
KJ.7J
26'-0"
50'-0"
62'-0"
14'-0"
1514.5 16
14'-0"
26'-0"
38'-0"
50'-0"
62'-0"
J.7 K
62'-0"
38'-0"
14'-0"
26'-0"
50'-0"
11.1
14.5
K.7
14'-0"
26'-0"
38'-0"
K
PI
N
R O
D T
O P
IN
R
O D
PI
N
R O
D T
O P
IN
R
O D
PI
N
R O
D T
O P
IN
R
O D
TY
P
TO
H
SS
B
EA
R
IN
G
C O
N N
EC
TI
O N
TY
P
TO
C
O N
N
EC
TI
O
N
TO
W
AL
L
PI
N
R O
D T
O P
IN
R
O D
PI
N
R O
D T
O P
IN
R
O D
PI
N
R O
D T
O P
IN
R
O D
PI
N
R O
D T
O P
IN
R
O D
PI
N
R O
D T
O P
IN
R
O D
(E ) S
LA
B
1' -5
1'-214/ "
7"
9716/ "41316/ "
B+H&P
STEEL STRONGBACK DETAILS
01-SF502
H&P
8. PACK OPENING WITH DRY PACK GROUT TO DEVELOP MIN 4000PSISTRENGTH IN 3 DAYS
7. PLACE SNUG TIGHT WASHER & NUT TO COMPLETE THE THRU BOLT ATTACHMENT
6. BRING STRONG BACK WITH STUD & FRONT FAC PLATE ATTACHENT.
5. PLACE THRU BOLTS & ADD NUT BEHIND THE WALL
4. PLACE FACE PLATE FOR THRU BOLTS BEHIND THE WALL THROUGH THE SAW CUT OPENING
3. CORE SNUG TIGHT HOLES FOR 112/ " Ø THRU BOLTS.
TO WALL USING ANCHORS ON EA SIDE.
2. PLACE BEARING PLATE WITH ANGLE ATTACHMENT. CONNECT THE ATTACHMENT
1. SAW CUT OPENING IN CONCRETE.
B. DETAIL 5/- NOTES:
DURING DRILLING/ SAW CUTTING OPERTATIONS.
THROUGH PORITIONS OF THE WALL. CONTRACTOR SHALL AVOILD ALL (E) REBAR
A. STRONGBACK TO WALL CONNECTIONS REQUIRE SAW CUTTING OR DRILLING
NOTES:
H
& STRONGBACK BEARING SPECIAL CONNECTION TO WALL (SEE DTL 5/ -)
= HOOK CONNECTION TO STRONGBACK (SEE DTL 1/01-SF501)
& STRONGBACK CONNECTION TO WALL (SEE DTL 3 & 4/-)
= HOOK CONNECTION TO STRONGBACK (SEE DTL 1/01-SF501)
(SEE DTL 1/01-SF501)
= HOOK CONNECTION TO STRONGBACK ONLY. POD HOOKS TO STRONGBACK
PL12/ "X5" X 0'-5" WASHER PLATE
SNUG TIGHT @ NORTH TOWER
OMIT WASHER @ SOUTH TOWER
PL1"X6" X 1'-6" FACE PLATE
WALL EXTERIOR FACE TYP
OVERSIZED HOLE - NORTH TOWER
SHORT SLOT - SOUTH TOWER
HSS14X6X58/
STRONGBACK
PL1"X6" X 1'-6"
BEHIND WALL TYP
(2) 112/ " Ø A307 THRU BOLT TYP
3A
1-12/ _HEAVY_HEX_NUT TYP (38/ )
(38/ )
HSS TO FACE PLATE TYP
(E) 8" THICK WALL
01-SF501
1A
01-SF501
3B
3"
3"
3"
3"1'-0"
H&P
H&P
H&P
H
H
H&P
B+H&P
H&P
B+H&P
7' -9
5 8/ "
H
H&P
11'-8" 21'-8"
'-0
H
H&P
'-0
H&P
TYP 3
1A
H&P H&PH&P
H&P
B+H&PB+H&P
5'-0"
10'-0"
5'-538/ "5'-612/ "12'-4"
'-0
'-0
'-0
2A
H&PH&PH&P H&P
H&PH&PH&PH&P
HHH H
'-0
'-0
10'-6"
'-0
'-0
21'-0"9'-2"
'-0
30'-2"
5'-3"5'-3"5'-3"5'-3"
2/ "
(38/ ) 2"@6 (38/ ) 2"@6
HSS HORZ LEGS TYP
112/ "
4/ "
1'-6"
112/ "
2/ "
HSS14X6X58/
312/ "
( 16 ) 58/ " Ø HILTI RE-500V3 + HAS-B-105
W/ 612/ " EFF EMBEDD
ESR-3814
1' -8
PL1"X20" X 1'-6"
USE DETAIL WHEN AREA BEHIND THE WALL IS INACCESSIBLE
4/ "
8" 312/ "
2/ "
3"
14/
ANGLE TO BEARING PLATE, TYP
L3X2X38/
12"X 12" SECTION
SAW CUT WALL
12/ " Ø HILTI RE-500V3 + HAS-B-105
W/ MIN 412/ " EFF EMBED
ESR-3814
PL12/ "X5" X 0'-5"
WASHER PLATE
SNUG TIGHT
12/ " Ø HILTI RE-500V3 + HAS-B-105
W/ MIN 412/ " EFF EMBED
ESR-3814
412/ " EFF EMBED
L3X2X38/
2/ "
SEE NOTE B. FOR MORE INFORMATION
PL12/ "X12" X 0'-8 78/ "
BEARING PLATE
COMES ATTACHED TO ANGLES
ON EA END
DEVELOP MIN 4,000 PSI STRENGTH IN 3 DAYS
& PACK OPENING WITH DRY PACK GROUT
THRU BOLT FOR LATERAL SUPPORT
ON THE BEARING PLATE
AFTER SEAT PLATE IS PLACED
5A
PL1"X6" X 2'-2"
WALL EXTERIOR FACE TYP
OVERSIZED HOLE
PL12/ "X5" X 0'-5"
WASHER PLATE
SNUG TIGHT
(E) WALL
5B1'-0"
1' -6
1'-0"
3"1'-8"
1-12/ _HEAVY_HEX_NUT
(14/ ) (14/ )
HSS STUB TO
SEAT PLATE, TYP
PL1"X6" X 2'-2"
BEHIND WALL TYP
8" THICK WALL
(14/ ) (14/ )
HSS TO FACE PLATE TYP
(14/ ) (14/ )
HSS STUB TO
STRONGBACK EA SIDE, TYP
HSS14X6X58/
STRONGBACK
HSS14X6X58/
STUB
14/ 14/
HSS STUB TO
STRONGBACK T&B, TYP
PL12/ "X7" X 0'-8 78/ "
SEAT_PLATE
ATTACHED TO STUD IN SHOP
PL1"X6" X 2'-2" FACE PLATE
WALL EXTERIOR FACE TYP
OVERSIZED HOLE
COMES ATTACHED TO STRONGBACK
(2) 112/ " Ø A307 THRU BOLT TYP
FITS SNUG IN CONCRETE
PL12/ "X5" X 0'-5"
WASHER PLATE
SNUG TIGHT
PL12/ "X8" X 1'-0" TYP
BRACE KNIFE PLATE 2
HSS6X6X14/
14/ 4 14/ 4
KNIFE PLATE TO BRACE, TYP
HSS6X6X14/
PL12/ "X8" X 1'-0"
BRACE KNIFE PLATE 2
6A
H
SS
X6
X5 8/
H
SS
X6
HSS6X6X14/
HSS6X6X1 4/
( 2 ) 78/ " Ø A325N BOLTS
KNIGE PLATE TO GUSSET @ COLUMN FACE, TYP
HSS6X6X14/
HSS6X6X14/
PL12/ "X13 58/ " X 1'-3" 2
PL12/ "X13 58/ " X 1'-3" 2
PL12/ "X7" X 0'-10" 1
PL12/ "X7" X 0'-10" 1
PL12/ "X7" X 0'-10" 1
PL12/ "X7" X 0'-10" 1
PL12/ "X13" X 1'-3 116/ " 4
PL12/ "X14 14/ " X 1'-5" 3
PL12/ "X8" X 1'-0"
BRACE KNIFE PLATE 1
PL12/ "X8" X 1'-0"
BRACE KNIFE PLATE 1
14/ 14/
GUSSET PLATE
TO ANCHOR PLATE, TYP
14/ 14/
GUSSET PLATE
TO COLUMN FACE, TYP
( 4 ) 58/ " Ø HILTI RE-500V3 + HAS-B-105
W/ 612/ " EFF EMBEDD
ESR-3814
(E) 22"X22" COLUMN
PL12/ "X8" X 1'-0"
BRACE KNIFE PLATE 2
KNIFE PLATE ON EITHER SIDE OF GUSSET, TYP
WHERE (2) KNIFE PLATE INTERSECT,
PL12/ "X8" X 1'-0"
BRACE KNIFE PLATE 1
6"
5 16/
1' -2
3 16/ " 63
16/
8/ "
1'-214/ "
31316/ "1012/ "
7"
1 16/
2/ "
6"
3 16/
8"
6"
1'-0"
1'-0"
8"4" 8" THICK WALL(E) 22"X22" COLUMN
12/ " GUSSET PLATE
14/ 14/
GUSSET PLATE
TO ANCHOR PLATE, TYP
6"
PL12/ "X10" X 0'-10" ANCHOR PLATE
PL12/ "X10" X 1'-2 316/ " ANCHOR PLATE
( 4 ) 58/ " Ø HILTI RE-500V3 + HAS-B-105
W/ 612/ " EFF EMBEDD
ESR-3814
( 4 ) 58/ " Ø HILTI RE-500V3 + HAS-B-105
W/ 612/ " EFF EMBEDD
ESR-3814
2"6"4"
16/
2"
2"
2" 6"
2"
SEE DETAIL 1 & 2/01-SF501 DETAILS
POD HOOK INFORMATION
HSS14X6X58/ STRONGBACK
212/ " Ø ROD A307 THRU BOLT
COMES WITH STRONGBACK
PL1"X6" X 1'-6" FACE PLATE
WALL EXTERIOR FACE TYP
OVERSIZED HOLE - NORTH TOWER
SHORT SLOT - SOUTH TOWER
(38/ ) (38/ )
HSS TO FACE PLATE TYP
38/
PIN ROD - STROGBACK TYP
3"11"
'-0
'-0
'-0
1' -0
2' -7
1' -8
2/ "
7' -2
3 8/ " 9'
-0 3 4/ "
PL12/ "X6" X 0'-6 12/ "
SIDE PLATE
W/ 3" VERTICAL SLOTTED HOLES
(E) WALL
PL12/ "X6" X 0'-5 34/ "
SIDE PLATE
W/ 3" VERTICAL SLOTTED HOLES
PL34/ "X14" X 1'-2"
BASE PLATE
HSS14X6X58/
STRONGBACK
8"X24" (N) CURB
14/ 14/
SIDE PL TO BASE PL TYP
(2) 1"Ø THRU BOLTS
1_HEAVY_HEX_NUT
(4) 34/ "Ø ANCHOR W/ 312/ " EFF EMBED
HILTI HIT-RE 500V3 + HAS-R 304/316 SS
ESR-3814
7A
14/ 14/
SIDE PL TO BASE PL TYP
2"
2"
378/ "614/ "378/ "
2"10"2"
2" (14/ ) (14/ )
HSS TO BASE PLATE
14/ 14/
HSS TO BASE PLATE
(4) 34/ "Ø ANCHOR W/ 312/ " EFF EMBED
HILTI HIT-RE 500V3 + HAS-R 304/316 SS
ESR-3814
2"
2"
HSS14X6X58/
STRONGBACK
PL34/ "X14" X 1'-2"
BASE PLATE
2"10"
1' -0
6' -1
4/ "
2' -7
'-0
9' -0
3 4/ "
(4) 34/ "Ø ANCHOR W/ 312/ " EFF EMBED
HILTI HIT-RE 500V3 + HAS-R 304/316 SS
ESR-3814
PL12/ "X6" X 0'-5 34/ "
SIDE PLATE
W/ 3" VERTICAL SLOTTED HOLES
14/ 14/
SIDE PL TO BASE PL TYP
PL34/ "X14" X 1'-2"
BASE PLATE
HSS14X6X58/
STRONGBACK
(2) 1"Ø THRU BOLTS
(E) SEISMIC JOINT
6"
2/ "
2/ "
3 4/ "
112/ "3"112/ "
(14/ ) (14/ )
HSS TO FACE PLATE TYP
PL1"X6" X 2'-2"
BEHIND WALL TYP
PL1"X6" X 2'-2" FACE PLATE
WALL EXTERIOR FACE TYP
OVERSIZED HOLE
COMES ATTACHED TO STRONGBACK
(2) 112/ " Ø A307 THRU BOLT TYP
FITS SNUG IN CONCRETE
PL12/ "X5" X 0'-5"
WASHER PLATE
SNUG TIGHT
HSS14X6X58/
STRONGBACK
1-12/ _HEAVY_HEX_NUT
FRONT & BACK
3"1'-8"3"
1'-1"
1' -3
1 16/
4916/ "8716/ "
5 16/
8/ "
SEE DETAIL 1 & 2/01-SF501 DETAILS
POD HOOK INFORMATION
1-12/ _HEAVY_HEX_NUT TYP
38/
PIN ROD - STROGBACK TYP
38/
PIN ROD - STROGBACK TYP
PL1"X6" X 1'-6" FACE PLATE
WALL EXTERIOR FACE TYP
OVERSIZED HOLE - NORTH TOWER
SHORT SLOT - SOUTH TOWER
212/ " Ø ROD A307 THRU BOLT
COMES WITH STRONGBACK
PL1"X6" X 1'-6"
BEHIND WALL TYP
PL12/ "X5" X 0'-5" WASHER PLATE
SNUG TIGHT @ NORTH TOWER
OMIT WASHER @ SOUTH TOWER
(2) 112/ " Ø A307 THRU BOLT TYP
FITS SNUG IN CONCRETE
(38/ ) (38/ )
HSS TO FACE PLATE TYP
04.28.202105.26.2021 SHEET 59 of 421
TYP JOIST TO STEEL
N.T.S8
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
Project Title
EHRM INFRASTRUCTURE
UPGRADES
644-20-201
01Concourse Federal Group 11755 Wilshire Blvd., Suite 1250 Los Angeles, CA 90025
04.01.2021
100% CONSTRUCTION
DOCUMENT SET
Revisions: Date:
FULLY SPRINKLERED
GPL BVS
TYPICAL CFS PANEL ELEVATION
1:361
CFS PANEL ELEVATION
@ EYEBROW FRONT
1:362
TYP LG HEADER & KING STUD ASSEMBLY
N.T.S5
TYP CFS STRAP ELEVATION
N.T.S4
TYP CFS STRAP DETAIL
N.T.S3
TYP LG HEADER & KING STUD CONNECTION
N.T.S6
TYP LG KING STUD CONNECTION
N.T.S7
TYP STUD WALL TO STEEL
N.T.S9
TYP STUD TO TRACK
N.T.S10
TYP PARAPET TO STEEL
1:1211
PARAPET BOLTING
1:1212
ELEVATION
1:361A
TRACK TO SLAB
N.T.S.13
BOXED HEADER ATWINDOWS:
(2) 600S250-54 (33ksi) STUDS
+ (2) 600T150-54 (33ksi) T&B TRACKS
NOTE:
KING STUD AT DOORS
(2) 600S250-54 (33ksi) STUDS
FASTENER PLATE
1) HEADER & POST ASSEMBLY IS TYPICAL
FOR ALL DOOR OPENINGS
#10 SMS @ 3/4" O.C AT
EA. SHEAR PL .
SEE HEADER SCHEDULE
4"
18 GA. PL CENTERED
ON HEADER HEIGHT
EACH SIDE
KING STUDS -
JAMB STUD & SILL TRACK
WHERE OCCURS #10 SMS PER
STUD, TYP
SCREW CONNECTION WELDED CONNECTION OPTION
1-4
PL 4" x 18 GA FULL WIDTH T&B w/ (4) #10 SMS
@ 3'-0" O.C. VERT 1
2'-0" O.C. MIN.
(4) WELDS EACH FACE
1/16
1/16 1/16
SLOTTED SLIP TRACK TO
MATCH WALL DEPTH & GA
STUDS
1-#10 SMS EA. SIDE, EA.
STUD TYPICAL
TOP OR BOTT. TRACK, HEADER OR SILL
STUD ENDS TO
BEAR ON TRACK
WEB TYP U.N.O.
1 2" CL
R.
T.
O.
ST
UD
1 2"D MI
N.
ED
GE
O F
W
EB
P
UN
CH
OU
T
W
HE
RE
OC
CU
RS
1" M
IN
HI
GH
ES
T
FA
ST
EN
ER
FO
R
FI
NI
SH
ES
TYP. STUD TO TRACK
1 2"D MI
N.
ED
GE
O F
W
EB
PU
NC
H-
OU
T W
HE
RE
O
CC
UR
S
1-#10 SMS EA.
SIDE, EA. STUD
TYPICAL
2-SHOT PIN @ 24"CC
@ 3" O.C.
SILL - CONCRETE TYPICAL CONDITION
STD TRACK TYP
MTL STUDS
(S
EE
E
LE
VA
TI
O N
S
S3
(SEE ELEVATION S351 & S352)
H
SS
T O
H
SS
CANTILEVER
(S
EE
E
LE
VA
TI
O N
S
S3
CFS DETAILS
01-SF503
600T200-54
LG_TRACK_WALL
600S250-54
METAL_STUD
@ 24" O.C.
STRAP @ 48" O.C. PER DET 3 & 4/-
6" DEEP - 54 MIL
2" SLOTTED TRACK
1A
VA
R
IE
S
VARIES
400T200-54
LG_TRACK_WALL
400S200-54
METAL_STUD
@ 16" O.C.
STRAP @ 48" O.C. PER DET 3 & 4/-
6" DEEP - 54 MIL
2" SLOTTED TRACK
VA
R
IE
S
2'-6116/ "
CHS1316/ "X18/ " 0'-1 14/ " LONG
SPACER PIPE FOR EA. HOLLO-
BOLT TO PREVENT DAMAGE
OF ROOFING
LINDAPTER HOLLO-BOLT LHBM08#2
SPACING PER DET 12
MFR RECOMMENDATIONS.
OUTER DIAMETER OR PER
HSS 4X4 FOR HOLLO-BOLT
DIAMETER. THEN, FIELD DRILL
FOR SPACER PIPE OUTER
FIELD DRILL ROOF ASSEMBLY
400S200-54
METAL_STUD
@ 24" O.C.
STRAP @ 48" O.C. PER DET 3 & 4/-
400T200-54
LG_TRACK_WALL
400T200-54
LG_TRACK_WALL
ROOF ASSEMBLY PER ARCH
01-SF503
4" 4"
34/ "258/ "34/ "
4"
18GA SHEET METAL, TYP
#10 SMS @ 12" O.C. TO INFILL STUDS
600T200-54
LG_TRACK_WALL
6" DEEP - 54 MIL
2" SLOTTED TRACK
600S250-54
METAL_STUD
@ 24" O.C.
STRAP @ 48" O.C. PER DET 3 & 4/-
VA
R
IE
S
04.28.202105.26.2021 SHEET 60 of 421
SLAB PENETRATION DETAIL
N.T.S8
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
Project Title
EHRM INFRASTRUCTURE
UPGRADES
644-20-201
01Concourse Federal Group 11755 Wilshire Blvd., Suite 1250 Los Angeles, CA 90025
04.01.2021
100% CONSTRUCTION
DOCUMENT SET
Revisions: Date:
FULLY SPRINKLERED
GPL BVS
NORTH TOWER CURB PLAN
1:481
SOUTH TOWER CURB PLAN
1:482
TYP CURB DETAIL
1:83
ANCHORAGE PLAN FOR MANUFACTURED MECHANICAL PUMP HOUSE 1 @ AREA E
1:244
TYPICAL PENTHOUSE PEDESTAL
1:125
TYPICAL PENTHOUSE PEDESTAL
1:126
CONCRETE WALL INFILL BEHIND NORTH TOWER
1:127
15 16
K.7
14.5
K
1111.1
J
J.7
K
14'-0"
M
15 16
L
EF
F.
E M
BE
DCLR
C
LR
C
LR
CLR
EF
F.
E M
BE
D
CONCRETE DETAILS
01-SF504
CONTRACTOR SHALL AVOILD ALL (E) REBAR & TENDONS DURING DRILLING AND /OR SAW CUTTING OPERTATIONS.
CONNECTIONS TO (E) CONCRETE REQUIRE SAW CUTTING OR DRILLING OPERATIONS TO BE PERFORMED.
NOTES:
8"X24" CURB
(E) WALL
(E) COLUMN (E) COLUMN
8" X2
4" C
U R
B( 3 ) #4 LONG REBAR
EA FACE
( 3 ) #4 LONG REBAR
EA FACE
TYP
#4 @ 1'-0" O.C. DOWEL
#4 @ 1'-0" O.C. DOWEL( 3 ) #4 LONG REBAR
EA FACE
#4 @ 1'-0" O.C. DOWEL8"
X2
4" C
U R
B
FOR BASE ANCHORAGE
BOX THE AREA WHILE CASTING CURB
FOR BASE ANCHORAGE
BOX THE AREA WHILE CASTING CURB
1' -3
1' -1
1 2/ "
TYP
(E) WALL
#4 @ 1'-0" O.C. DOWEL
FOR BASE ANCHORAGE
BOX THE AREA WHILE CASTING CURB
( 3 ) #4 LONG REBAR
EA FACE
8"X24" CURB
8" X2
4" C
U R
B
(E) COLUMN
8"X24" CURB
#4 @ 1'-0" O.C. DOWEL
#4 @ 1'-0" O.C. DOWEL
( 3 ) #4 LONG REBAR
EA FACE
( 3 ) #4 LONG REBAR
EA FACE
FOR BASE ANCHORAGE
BOX THE AREA WHILE CASTING CURB
1'-3"
1'-3"
(E) SLAB
8"X24" CURB
( 3 ) #4 LONG REBAR
#4 @ 1'-0" O.C. DOWEL
EFF. EMBED LENGTH = 3"
USE HILTI HIT-HY200
(ESR-3187)
5"
.5
(E) TOPPING SLAB TO
BE REPLACED; S.A.D.
2' -0
6"
8"
3"
112/ " h
2/ "
(E) COL. BELOW
TOP OF (E)
STRUCTURAL
SLAB = 50'-0"
C 8X
.5
BY
M
FR
(E) COL. BELOW
8/ " C8X11.5 BY MFR
C8X11.5 BY MFR
C 8X
.5
BY
M
FR
14"X14" X 0'-10" TALL PEDESTAL,
TYP. EA. PENTHOUSE CORNER
4"
1" 5'-3"
5'-4" 5'-0"
2/ "
(E) STRUCT SLAB
BOND W/ STRUCT SLAB
NEEDED TO ENSURE PEDESTAL
CHIP OUT (E) TOPPING SLAB AS
C8X11.5 PENTHOUSE SKID BY MFR
C8X11.5 PENTHOUSE SKID BY MFR
PENTHOUSE BY MFR
112/ "
14"X14" OR LARGER,
4500 PSI CONCRETE
( 2 ) #3 TIES
BOND W/ STRUCT SLAB
NEEDED TO ENSURE PEDESTAL
CHIP OUT (E) TOPPING SLAB AS
CLAMP ANCHOR BOLT
CENTER PEDESTAL ON SKID
(E) STRUCT SLAB
PENTHOUSE BY MFR
3"
8" THICK CONCRETE INFILL
AT (E) WALL WHERE REQUIRED #4 @ 1'-4" O.C.
15" LAP WITH INFILL REBAR
312/ " EFF EMBED INTO (E) CONCRETE
WITH HILTI HIT-RE 500V3 EPOXY
ESR-3814
#4 @ 1'-4" O.C.
15" LAP WITH INFILL REBAR
312/ " EFF EMBED INTO (E) CONCRETE
WITH HILTI HIT-RE 500V3 EPOXY
ESR-3814
#4 @ 1'-4" O.C.
INFILL REBAR
04.28.202105.26.2021 SHEET 61 of 421
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
Project Title
EHRM INFRASTRUCTURE
UPGRADES
644-20-201
01Concourse Federal Group 11755 Wilshire Blvd., Suite 1250 Los Angeles, CA 90025
04.01.2021
100% CONSTRUCTION
DOCUMENT SET
Revisions: Date:
FULLY SPRINKLERED
GPL BVS
DETAIL
SCALE = 1:127
TYP. HOUSEKEEPING PADS
SCALE = NTS1
TYP. UNISTRUT ANCHORAGE TO CONCRETE
SCALE = 1:125
TYP. IDF RACK ANCHORAGE TO CONCRETE
SCALE = 1:124
TYP. CU & FCU HANGER ROD
SCALE = 1:126ANCHORAGE PLAN FOR MECHANICAL PUMP HOUSE 2 - AREA F
1:246
SOUTH TOWER ANCHORAGE @ LEVEL 2
1:483
DETAIL
SCALE = 1:128
SOUTH TOWER ANCHORAGE @ LEVEL 3
1:484
NORTH TOWER ANCHORAGE @ LEVEL 3
1:482
NORTH TOWER ANCHORAGE @ LEVEL 2
1:481
TYP. IDF RACK ANCHORAGE TO STEEL
SCALE = 1:122
TYP. UNISTRUT ANCHORAGE TO STEEL
SCALE = 1:123
C
11.111
J
J.7
K
J.7
1111.1
J
K
K
K.7
14.5 15
14.5
K.7
K
DETAILS
EQUIPMENT ANCHORAGE
01-SF505
BEARING >6" FROM PANEL POINT
PUMP HOUSE 2
316/
TYP
CHANNEL BY OTHERS
L2X2X14/ TO NEAREST PANEL POINT
WHEN SUPPORT <3" FROM PANEL POINT
(E) JOIST
(E) DECK
38/ "Ø A307 BOLT
EA SIDE OF JOIST
PL38/ "X6" X 0'-4"
A36 PLATE
38/ "_HEAVY_HEX_NUT
38/ "_HEAVY_HEX_NUT
PL14/ "X1 12/ " X 0'-2"
SHIM PLATE
PL38/ "X2 58/ " X 0'-2"
CLAMP PLATE
(2) S4S 2X8X 1'-4" 2PLY
WEATHER TREATED WOOD BLOCKS
UNDER EA DURABLOCK
(2) DBP DURABLOCK
UNISTRUT P1363; DEPTH AS REQUIRED.
CHS1316/ "X18/ " 0'-0 12/ " LONG SPACER PIPE
FOR EA. HILTI KBTZ TO PREVENT DAMAGE
OF CEILING FINISHES
2'-0" MAX CANTILEVER.
6'-4" MAX SPAN.
& FCU ANCHORAGE.
UNISTRUT P2001 FOR CU
HILTI KBTZ 12/ "ø W/ 3 14/ " EFF. EMBED.
INSTALL PER MFR'S RECOMMENDATIONS.
(E) 6" SLAB
IDF RACK PER ARCH
12/ "ø ANCHOR ROD W/ 4" EFF
EMBED INTO STRUCTURAL SLAB.
HITLI HIT-RE 500 V3 + HAS-B-105
ESR-3814 PER IDF RACK MFR
LIGHT-GAUGE ANGLES
FINISHES PER ARCH
TOPPING SLAB &(E) STRUCTURAL SLAB
3" M
IN
UNISTRUT P3008
PER DETAILS 3 & 5
UNISTRUT P2001
38/ "ø THREADED_ROD
38/ "ø NUT
PER MECH
CU/FCU UNIT
(E) JOIST
(E) JOIST
(E) JOIST
3'-812/ "8'-312/ "
6' -2
3'
-2
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
H
SS
4X 4X
3 16/
3'-2"
HSS14X6X58/
STRONGBACK
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS14X6X58/
STRONGBACK
01-SF501
H
SS
6X 6X
1 4/ H
SS
6X
6X 1 4/
8"X24"
CONCRETE CURB
8"X24"
CONCRETE CURB
HSS14X6X58/
STRONGBACK
8"X24"
CONCRETE CURB
2'-51516/ "
HSS4X4X316/
1' -4
HSS4X4X316/
HSS4X4X316/
H
SS
4X 4X
3 16/
HSS4X4X316/
H
SS
6X 6X
1 4/ H
SS
6X
6X 1 4/
HSS14X6X58/
STRONGBACK
HSS6X6X14/ HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
3D
(10) PAIRS OF HILTI KBTZ 12/ "ø W/
3 14/ " EFF. EMBED FOR ANCHORAGE
OF IDF RACKS. INSTALL PER MFR'S
RECOMMENDATIONS.
1' -4
1'
-4
FOR ANCHOR INSTALLATION.
PRIOR TO DRILLING OF CONCRETE
VERIFY ALL ANCHOR LOCATIONS
DIMENSIONS ARE APPROXIMATE.
4/ "
4/ "
4/ "
1' -4
4/ " 1'
-4
PL38/ "X6" X 0'-4"
A36 PLATE
L2X2X14/ TO NEAREST PANEL POINT
WHEN SUPPORT <3" FROM PANEL POINT
CHANNEL BY OTHERS
(E) JOIST
38/ "Ø A307 BOLT
EA SIDE OF JOIST
58/ _HEAVY_HEX_NUT
PL38/ "X2 58/ " X 0'-2"
CLAMP PLATE
(2) S4S 2X8X 1'-4" 2PLY
WEATHER TREATED WOOD BLOCKS
UNDER EA DURABLOCK
PL14/ "X1 12/ " X 0'-2"
SHIM PLATE
DBP DURABLOCK
PUMP HOUSE 2
(2) S4S 2X8X 1'-4" 2PLY
WEATHER TREATED WOOD BLOCKS
UNDER EA DURABLOCK
DBP DURABLOCK
L2X2X14/ TO NEAREST PANEL POINT
WHEN SUPPORT >6" FROM PANEL POINT
(E) JOIST
6"X6"X1" NEOPRENE BEARING PAD
MASON SUPER W PAD OR EQUIVALENT
38/ "Ø A307 BOLT
EA SIDE OF JOIST
PL38/ "X6" X 0'-4"
A36 PLATE
38/ "_HEAVY_HEX_NUT
PL38/ "X2 58/ " X 0'-2"
CLAMP PLATE
PL14/ "X1 12/ " X 0'-2"
SHIM PLATE
L2X2X14/ VERT
WHEN SUPPORT >6" FROM PANEL POINT
(E) DECK
HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
4/ "
H
SS
4X 4X
3 16/
W
AL
L
HSS6X6X14/
H
SS
6X 6X
1 4/
HSS14X6X58/
STRONGBACK
H
SS
4X 4X
3 16/
H
SS
6X 6X
1 4/
HSS4X4X316/
H
SS
6X 6X
1 4/
W
AL
L
HSS6X6X14/
H
SS
4X 4X
3 16/
H
SS
4X 4X
3 16/
H
SS
6X 6X
1 4/
HSS14X6X58/
STRONGBACK
H
SS
4X 4X
3 16/
HSS14X6X58/
STRONGBACK
HSS14X6X58/
STRONGBACK
H
SS
4X 4X
3 16/
HSS6X6X14/
H
SS
4X 4X
3 16/
H
SS
4X 4X
3 16/
HSS6X6X14/
(E) COLUMN
HSS6X6X14/
HSS6X6X14/HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
H
SS
6X 6X
1 4/ H
SS
6X
6X 1 4/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS4X4X316/
HSS4X4X316/
HSS4X4X316/
H
SS
4X 4X
3 16/ H
SS
4X
4X 3 16/
HSS6X6X14/
HSS6X6X14/
(10) PAIRS OF LINDAPTER HOLLO-BOLT
LHBM08#3 W/ SPACER PIPES PER DET. XXX
FOR ANCHORAGE OF IDF RACKS.
3C 3B
3D
3D
4/ "
1' -4
2'-11716/ "
1' -4
4/ " 1'
-4
1' -4
4/ " 1'
-4
3'-212/ "2'-10916/ "
HSS4X4X316/H
SS
6X 6X
1 4/
HSS4X4X316/
1'-4"
HSS14X6X58/
STRONGBACK
5'-3"
HSS4X4X316/HSS4X4X316/
HSS6X6X14/
H
SS
4X 4X
3 16/
H
SS
4X 4X
3 16/HSS6X6X14/
HSS4X4X316/
HSS6X6X14/
HSS6X6X58/
HSS6X6X14/
HSS4X4X316/
HSS6X6X58/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
(E) WALL
(E) COLUMN
(E) COLUMN
HSS6X6X14/
H
SS
6X 6X
1 4/
834/ "
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
HSS6X6X14/
H
SS
6X 6X
1 4/
H
SS
6X 6X
1 4/
HSS6X6X14/
HSS6X6X14/
'-7
3 4/ "
2' -9
3 16/
HSS6X6X14/
10'-6"
1'-4"
3' -2
1 2/ "
5'-3"
834/ "
ANCHORAGE
CEILING FOR CU & FCU
UNISTRUT P2001 BELOW
834/ "
(10) PAIRS OF LINDAPTER HOLLO-BOLT
LHBM08#3 W/ SPACER PIPES PER DET. XXX
FOR ANCHORAGE OF IDF RACKS.
ANCHORAGE
CEILING FOR CU & FCU
UNISTRUT P2001 BELOW
01-SF505
01-SF505
01-SF505
1'-4"
6"
31'-6"
5'-3"5'-3" 0"
21'-0"3'-0"2'-6"
2/ "
8" 8'
-2 3 4/ "
1' -5
1 2/ "
1'-4"1'-4"834/ "4316/ "
3' -2
9 16/
HSS6X6X14/
8"X24"
CONCRETE CURB
834/ "
SIM
834/ " 1'-4"
H
SS
4X 4X
3 16/
FOR ANCHOR INSTALLATION.
PRIOR TO DRILLING OF CONCRETE
VERIFY ALL ANCHOR LOCATIONS
DIMENSIONS ARE APPROXIMATE.
1'-4" 1'-4"
(E) COLUMN
HSS4X4X316/
HSS6X6X14/
HSS6X6X14/
HSS6X6X58/
HSS6X6X14/HSS6X6X14/HSS6X6X14/
HSS6X6X14/ HSS6X6X14/
HSS6X6X14/
1'-4"
HSS6X6X14/
8"X24"
CONCRETE CURB
HSS6X6X14/
HSS6X6X14/
(E) WALL
HSS6X6X14/
2' -4
16/
HSS14X6X58/
STRONGBACK
HSS4X4X316/
(E) COLUMN
HSS6X6X14/
H
SS
4X 4X
3 16/
H
SS
4X 4X
3 16/
SIM
SIM
2B 2C
2A
1'-4"834/ "
(10) PAIRS OF HAS-B-105 12/ "ø W/
3 14/ " EFF. EMBED FOR ANCHORAGE
OF IDF RACKS. INSTALL PER MFR'S
RECOMMENDATIONS.
834/ "
4' -2
3 16/
HSS4X4X316/
FINISHES PER ARCH
FLOOR SHEATHING &
BELOW HSS4X4 AS APPLICABLE
18 GA. SHEET STEEL ABOVE OR
IDF RACK PER ARCH
PER IDF RACK MFR
LIGHT-GAUGE ANGLES
MFR RECOMMENDATIONS.
OUTER DIAMETER OR PER
HSS 4X4 FOR HOLLO-BOLT
DIAMETER. THEN, FIELD DRILL
FOR SPACER PIPE OUTER
FIELD DRILL FLOOR ASSEMBLY
BEAMS TO ALIGN WITH ANCHORAGE LOCATIONS.
LOCATIONS OF IDF RACKS. POSITION HSS4X4
PRIOR TO POD ASSEMBLY, VERIFY DIMENSIONS &
LINDAPTER HOLLO-BOLT
LHBM08#3
CHS1316/ "X18/ " 0'-1 14/ " LONG
SPACER PIPE FOR EA. HOLLO-
BOLT TO PREVENT DAMAGE
OF FLOOR FINISHES
CHS1316/ "X18/ " 0'-0 12/ " LONG SPACER PIPE
FOR EA. HOLLO-BOLT TO PREVENT DAMAGE
OF CEILING FINISHES
2'-0" MAX CANTILEVER.
6'-4" MAX SPAN.
& FCU ANCHORAGE.
UNISTRUT P2001 FOR CU
HSS6X6X14/
UNISTRUT P1363; DEPTH AS REQUIRED.
RECOMMENDATIONS.
FOR HOLLO-BOLT OUTER DIAMETER OR PER MFR
OUTER DIAMETER. THEN, FIELD DRILL HSS 4X4
FIELD DRILL CEILING ASSEMBLY FOR SPACER PIPE
LINDAPTER HOLLO-BOLT
LHBM08#2
04.28.202105.26.2021 SHEET 62 of 421
G
L
A
17 18
B.4
18.6
SS
SHOP
ELECTRICAL
O120
STORAGE
O119
STORAGE
O504
STOR
O104
SHOP
O121
HKS
O103
MACH RM
CORRIDOR
O117B
ELECTRICAL
O501
COMPRESSOR
STOR
O106A
STUDIO
O106C
OFFICE
O106B
ALL-PURPOSE
O106K
RECEPTION
O106
VEST
TOILET
0106D
CORRIDOR
O106F
OFFICE
O106H
STORAGE
O106G
STORAGE
O302
AREA WAY
STAIR 10
MECHANICAL
BK01
STAIR
102A
SHOP
D08
SHOP
D111
STORAGE
FIRE ALARM
D06
SHOP
C1A
CART WASH
D05
SHOP
D07
OFFICE
D010
OFFICE
D07A
CENTRAL LINEN
OFFICE
O116A
HKS
STAIRLOCKER
O112
TOILET
D09B
SATALITE
O106I
OFFICE
O106J
STORAGE
STORAGE
HKS STORAGE
ELEV EQUIP
C2B
NORMAL POWER
B001
UTILITY SPACE
C002
ELECTRICAL ROOM
B009
Room
D04B
ELEC
ELEC
D01A
STAIR 1
CORRIDOR
65 SF
ABAN TR
D01B
PROSTHETICS
STORAGE
STAIR
ELECTRICAL
D03
GENERATOR
D02
SWITCHGEAR
D02A
CORRIDOR
LOBBY
ESSENTIAL POWER
B002
Room
D04A
PUMP ROOM
CORRIDOR
O117A
MULTI-WORK
O106E
H.9
G.8
D.9
C.6
01-AE401
C1
TR ELEC
TRS-000C
RR
LOCKER
D09A
TOILET
D09B
ELEVATOR LOBBY
TR
TRS-000A
TR MECH
TRS-000B
S1 S2
S3
S4 S5
STORAGE
ELEV EQUIP
ELEVATORS
BLDG 01
OUT OF SCOPE AREA, REFER TO FIRE PROTECTION,
PLUMBING, MECHANICAL, ELECTRICA, SECURITY/LOW
VOLTAGE, AND TELECOM DRAWINGS FOR ADDITIONAL
WORK INSIDE THIS AREA, SEE GI101, "WORK OUTSIDE OF
TELECOM ROOMS", FOR SCOPE OF WORK
AREAS OF CONSTRUCTION, SEE SHEET GI101,
"TELECOM ROOMS - TYPICAL PHASING, FOR SCOPE OF
WORK
TELECOMMUNICATIONS ROOMS TO BE ABANDONED,
SEE GI101, "TELECOM ROOMS TO BE ABANDONED",
FOR SCOPE OF WORK IN THESE ROOMS
FIRE BARRIER, 1 HOUR
FIRE BARRIER, 2 HOUR
FIRE-RATED SMOKE BARRIER, 1/2 HOUR
SMOKE PARTITION ENCLOSING HAZARDOUS AREA
N
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-AE100
REFERENCE PLAN - BASEMENT
Con…
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