Attachment A2 - P101_1785609_Drawings.pdf
PDF 22 MB Posted
- Attached to
- DESIGN-BUILD (DB), G/ATOR SUPPORT FACILITIES, NAS OCEANA, DAM NECK ANNEX, VIRGINIA BEACH, VA
- Solicitation number
- N4008524R2504
About this file
This file attachment provides drawings related to a federal solicitation for design-build support facilities. The solicitation number is N4008524R2504 and was issued by the Department of the Navy Naval Facilities Engineering Command for design and construction of Gator Support Facilities at Naval Air Station Oceana in Dam Neck Annex, Virginia Beach, Virginia. The opportunity type is listed as a solicitation. The 22MB file attachment contains drawings to support offerors in developing proposals for the design-build project, which includes constructing new facilities to support the Navy's Gator aircraft at the specified locations in Virginia.
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NAS OCEANA, DAM NECK ANNEX - VIRGINIA BEACH, VIRGINIA
NAVAL FACILITIES ENGINEERING SYSTEM COMMAND MID-ATLANTIC
DESIGN AND CONSTRUCTION BUSINESS LINE
BLDG Z-144, 9324 VIRGINIA AVENUE
NORFOLK, VIRGINIA 23511-3095
SEPTEMBER 2023
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
C O
M M
AN
D
M
ID
-A
TL
AN
TI
C
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
GI001
P -1
M
C R
C G
/A
TO
R A
T D
A M
N E
C K
CO
VE
R
SH
EE
T
JEL
12847499
RDC RDC
05/25/2021
APPROVED BY MAJOR ERIC KAURANEN WITH MARINE
AIR CONTROL SQUADRON 24, VIA EMAIL
JH / RC
1785609
VI
RG
IN
IA
B
EA
CH
, V
IR
GI
NI
A
NA
VA
L A
IR
S
TA
TI
ON
O
CE
AN
A
-D
AM
N
EC
K
AN
NE
X
EJA
CGM
DSN
M
ID
LA
N
T D
C
BL
P-101 MCRC G/ATOR AT DAM NECK
SY
M
DE
S C
RI
PT
I O N
DA
TE
AP
PR
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
C O
M M
AN
D
M
ID
-A
TL
AN
TI
C
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
GI002
P -1
M
C R
C G
/A
TO
R A
T D
A M
N E
C K
DR
AW
IN
G
S
HE
ET
IN
DE
X
JEL
12847500
RDC RDC
05/25/2021
APPROVED BY MAJOR ERIC KAURANEN WITH MARINE
AIR CONTROL SQUADRON 24, VIA EMAIL
JH / RC
1785609
VI
RG
IN
IA
B
EA
CH
, V
IR
GI
NI
A
NA
VA
L A
IR
S
TA
TI
ON
O
CE
AN
A
-D
AM
N
EC
K
AN
NE
X
EJA
CGM
DSN
M
ID
LA
N
T D
C
BL
DRAWING SHEET INDEX
SHEET NO. NAVFAC
DWG. NO. SHEET TITLENO. SHEET
INTERIORS
68 AG101 12847566 FIRST FLOOR SIGNAGE PLAN
69 AG501 12847567 TYPICAL SIGNAGE DETAILS
70 IF101 12847568 FIRST FLOOR FURNITURE PLAN
71 IN101 12847569 FIRST FLOOR FINISH PLAN
72 IN601 12847570 FIRST FLOOR INTERIOR FINISH SCHEDULE
FIRE PROTECTION
73 FA001 12847571 FIRE ALARM SYMBOLS, LEGEND, ABBREVIATIONS AND NOTES
74 FA101 12847572 FIRST FLOOR PLAN - FIRE ALARM
75 FA401 12847573 FIRE ALARM MATRIX AND RISER DIAGRAM
76 FX001 12847574 FIRE SUPPRESSION SYMBOLS, LEGEND, ABBREVIATIONS AND NOTES
77 FX101 12847575 FIRST FLOOR PLAN - FIRE SUPPRESSION
78 FX401 12847576 ENLARGED FLOOR PLAN - FIRE SUPPRESSION
PLUMBING
79 P-001 12847577 PLUMBING LEGEND, ABREVIATIONS AND NOTES
80 PW101 12847578 FIRST FLOOR PLAN - DOMESTIC WATER
81 P-401 12847579 ENLARGED FLOOR PLAN
82 P-402 12847580 ENLARGED FLOOR PLAN
83 P-501 12847581 PLUMBING DETAILS
84 P-601 12847582 PLUMBING SCHEDULES
85 P-701 12847583 PLUMBING DIAGRAMS
MECHANICAL
86 M-001 12847584 MECHANICAL LEGEND, ABREVIATIONS AND NOTES
87 MH101 12847585 FIRST FLOOR PLAN - HVAC DUCTWORK
88 M-401 12847586 ENLARGED FLOOR PLAN
89 M-501 12847587 MECHANICAL DETAILS
90 M-502 12847588 MECHANICAL DETAILS
91 M-503 12847589 MECHANICAL DETAILS
92 M-601 12847590 MECHANICAL SCHEDULES
93 M-801 12847591 MECHANICAL CONTROLS
94 M-802 12847592 MECHANICAL CONTROLS
ELECTRICAL
95 E-001 12847593 ELECTRICAL SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES
96 ED101 12847594 ELECTRICAL SITE DEMOLITION PLAN
97 ES101 12847595 ELECTRICAL SITE PLAN
98 ES501 12847596 ELECTRICAL SITE DETAILS
99 EL101 12847597 FIRST FLOOR PLAN - LIGHTING
100 EL501 12847598 LIGHTING DIAGRAMS AND DETAILS
101 EL601 12847599 LUMINAIRE SCHEDULE
102 EP101 12847600 FIRST FLOOR PLAN - POWER
103 EP401 12847601 ENLARGED BUILDING PLANS - POWER
104 EP501 12847602 ELECTRICAL DETAILS - 1
105 EP502 12847603 ELECTRICAL DETAILS - 2
106 EP503 12847604 ELECTRICAL DETAILS - 3
107 EP601 12847605 POWER RISER DIAGRAM
108 EP701 12847606 PANELBOARD SCHEDULES
109 EP702 12847607 PANELBOARD SCHEDULES CONTINUED
110 EP703 12847608 MECHCANICAL EQUIPTMENT SCHEDULE
111 EG101 12847609 BUILDING LIGHTNING PROTECTION
112 EG501 12847610 ELECTRICAL LIGHTNING PROTECTION DETAILS
TELECOMMUNICATION
113 T-001 12847611 TELECOMMUNICATIONS SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES
114 TT101 12847612 FIRST FLOOR PLAN - TELECOMMUNICATIONS
115 TT401 12847613 ENLARGED PLANS
116 TT501 12847614 TELECOMMUNICATION DETAILS
117 TT601 12847615 TELECOMMUNICATIONS RISER DIAGRAMS
118 TT602 12847616 TELECOMMUNICATION CONDUIT FILL AND PULLBOX
119 TY101 12847617 FIRST FLOOR PLAN - SECURITY
120 TY501 12847618 SECURITY DETAILS
121 TY601 12847619 SECURITY RISER DIAGRAMS
SHEET NO. NAVFAC
DWG. NO. SHEET TITLENO. SHEET
GENERAL
1 GI001 12847499 COVER SHEET
2 GI002 12847500 DRAWING SHEET INDEX
3 GI003 12847501 GENERAL NOTES, SYMBOLS, LEGENDS AND ABBREVIATIONS
4 G-001 12847502 CODE ANALYSIS
5 G-002 12847503 FIRST FLOOR PLAN - LIFE SAFETY
6 G-003 BUILDING CODE SITE PLAN
HAZMAT
7 HM101 12847505 HAZARDOUS MATERIALS PLAN
SURVEY
8 V-001 12847506 TOPOGRAPHIC SURVEY LEGEND AND NOTES
9 V-002 12847507 EXISTING UTILITY SCHEDULES & SITE NOTES
10 V-101 12847508 TOPOGRAPHIC SURVEY
GEOTECH
11 B-101 12847509 SUBSURFACE EXPLORATION RECORDS
12 B-102 12847510 SUBSURFACE EXPLORATION RECORDS
13 B-103 12847511 SUBSURFACE EXPLORATION RECORDS
14 B-104 12847512 SUBSURFACE EXPLORATION RECORDS
CIVIL
1 C-001 CIVIL LEGEND, NOTES, AND ABBREVIATIONS
2 CD101 DEMOLITION, EROSION AND SEDIMENT CONTROL PLAN
3 CE501 EROSION AND SEDIMENT CONTROL NOTES
4 CE502 EROSION AND SEDIMENT CONTROL DETAILS
5 CE503 EROSION AND SEDIMENT CONTROL DETAILS
6 CS101 SITE PLAN
7 CS500 SITE DETAILS
8 CS501 SITE DETAILS
9 CG101 GRADING PLAN
10 CU101 UTILITY PLAN
11 CU201 SANITARY SEWER PROFILE
12 CU501 UTILITY DETAILS
STRUCTURAL
27 S-001 12847525 GENERAL NOTES
28 S-002 12847526 STRUCTURAL SYMBOLS, LEGENDS, ABBREVAITIONS AND NOTES
29 SB101 12847527 FOUNDATION AND FIRST FLOOR SLAB PLAN
30 SB301 12847528 FOUNDATION SECTIONS
31 SB501 12847529 TYPICAL FOUNDATION DETAILS
32 SB502 12847530 SLAB-ON-GRADE DETAILS
33 SB503 12847531 SLAB-ON-GRADE DETAILS
34 SB504 12847532 MASONRY DETAILS
35 SF101 12847533 FRAMING PLAN - LOW ROOF
36 SF102 12847534 FRAMING PLAN - HIGH ROOF
37 SF201 12847535 FRAMING ELEVATION - GRID LINE 1
38 SF202 12847536 FRAMING ELEVATION - GRID LINE 3
39 SF203 12847537 FRAMING ELEVATION - GRID LINE A
40 SF204 12847538 FRAMING ELEVATION - GRID LINE B
41 SF205 12847539 FRAMING ELEVATION - GRID LINE F
42 SF301 12847540 FRAMING SECTIONS
43 SF302 12847541 FRAMING SECTIONS
44 SF401 12847542 ENLARGED FRAMING SECTIONS AND DETAILS
45 SF402 12847543 ENLARGED FRAMING DETAILS
46 SF403 12847544 ENLARGED FRAMING DETAILS
47 SF404 12847545 ENLARGED FRAMING DETAILS
48 SF501 12847546 FRAMING DETAILS
ARCHITECTURE
49 AE001 12847547 SYMBOLS, LEGENDS, ABBREVIATIONS AND NOTES - ARCHITECTURAL
50 AE002 12847548 AIR BARRIER PLANS
51 AE003 12847549 AIR BARRIER DIAGRAM AND DETAILS
52 AE101 12847550 FLOOR PLAN - ARCHITECTURAL
53 AE105 12847551 REFLECTED CEILING PLAN
54 AE109 12847552 ROOF PLAN
55 AE201 12847553 NORTH AND SOUTH EXTERIOR ELEVATIONS
56 AE202 12847554 EAST AND WEST EXTERIOR ELEVATIONS
57 AE203 12847555 INTERIOR ELEVATIONS AND DETAILS
58 AE204 12847556 INTERIOR ELEVATIONS AND DETAILS
59 AE301 12847557 BUILDING SECTIONS
60 AE303 12847558 WALL SECTIONS
61 AE304 12847559 WALL SECTIONS
62 AE501 12847560 EXTERIOR DETAILS
63 AE502 12847561 EXTERIOR DETAILS
64 AE510 12847562 INTERIOR PARTITION TYPES AND DETAILS
65 AE530 12847563 ROOF DETAILS
66 AE601 12847564 DOOR SCHEDULE AND DETAILS
67 AE603 12847565 WINDOW SCHEDULE AND DETAILS
12847504
12847513 12847514 12847515 12847516 12847517 12847518 12847519 12847520 12847521 12847522 12847523 12847524
SY
M
DE
S C
RI
PT
I O N
DA
TE
AP
PR
11.7
5.1
3.6
2.7
3.6
17.5
8.4
7.5
7.8
4.3
7.7
9.1
3.3
3.3
16.9
11.6
10.7
11.7
10.4
11.1
12.3
10.5
9.9 21.6
18.6
16.1
8.6
7.8
14.6
8.2
9.1
6.9
6.9 11.8
9.1
10.8
11.5 11.5
12.3
11.7 10.6
9.6
9.8
5.8
5.5
5.5
5.3
5.4
4.76.2
5.9 5.8
5.5
6.5
11.1
9.3
8.5
4.5
4.7
9.2
4.6
9.8
7.6
4.78.8
8.2
7.5
7.8
7.4
7.5
8.1 9.4
12.3
7.5
7.6
6.9
6.9
6.8
12.8
3.8
8.5
8.1
7.7
9.7
11.4
8.4
8.5
9.5
8.8
22.4
23.4
20.9
8.5 10.8
8.7
9.4
8.2
7.7
7.6
7.5
7.3
6.6
6.9
6.7
6.3
13.6
25.3
15.1
19.7
17.7
9.7
12.3
21.4
9.7
22.6
12.5
9.8
13.5
12.7
14.1
12.4
13.5
14.1
13.1
12.8
7.7
22.8
21.1
12.2
12.2
8.9
8.2
16.3
11.3
10.9
12.8
12.6
12.4
11.5
12.1
9.8
11.7
10.9
12.2
12.1
11.1
9.9
10.5
9.8
11.8
12.7
9.9
11.3
12.3
11.7
11.4
10.5
9.9 11.3
12.3
8.1
6.5
6.5
12.1
14.2
6.7
6.7
8.9
8.5
8.5
9.2
12.4
12.4
10.7
13.5
13.8
8.3
11.3
10.9
11.3
11.2
13.4
11.4
9.9
27.2
4.7
5.2
8.1
9.5
12.5
12.1
11.6
10.9
12.6
11.8
10.8
10.1
9.9
9.8
11.7
9.6
8.6
8.6
10.1
7.1
8.3
8.4
8.8
9.4
9.3
10.4
11.8
3.7
3.9
3.7 3.7
4.3
3.8
3.3
3.3
5.1
6.5
6.5
6.9
12.2
11.1
10.8
10.6
10.9
12.9
12.9
7.9
7.9
8.1
9.6
7.7
5.2
7.8
7.6
11.2
11.7
12.6
11.8
11.5
12.9
12.3
12.2
12.4
9.5
9.6
9.28.6
7.7
9.3
9.6
9.4
9.2
3.3
3.3
3.3
3.3 3.3
3.3
3.3
3.3
28.1
26.1
17.9
11.7
3.8
14.2
6.5
6.5
5.1
5.1
5.6
5.8
5.4
5.2
5.7
5.6
5.3
7.3
7.3
6.5
6.5
7.9
9.4
19.1
17.8
7.2
18.8
5.8
5.8
5.8
6.3
5.8
5.8
9.4
10.7
11.4
27.2
7.5
9.3
8.5
7.7
10.6
8.7
9.1
12.4
9.8
23.2
19.4
20.3
10.2
6.4
10.5
21.7
8.2
8.4
6.5 6.8
7.1
6.8
6.4
6.8
8.4
7.8
18.4
13.6 12.3
8.8
12.3
7.9
7.5
7.2
8.1
6.6
7.3
8.3
7.6
8.8
10.8
12.6
12.1
6.8
8.6
8.4
7.7
7.4
8.7
10.6
9.9
6.3
6.1
8.4
3.2
10.7
17.1
22.1
10.6
11.9
11.5
10.8
14.8
13.5
11.5
10.2
9.4
7.4
6.8
9.2
7.3
6.3
8.2
7.1
6.2
6.5
3.7 3.7 3.7
3.7
3.3
5.3
6.5
6.5
7.4
8.4
7.7
16.4
5.6
6.5
7.9
8.7
8.4
7.5
18.5
5.4
5.3
5.8
5.8
5.9
5.7
5.9
5.8
5.7
5.7
19.3
15.2
18.9
7.8
8.9
28.1
8.8
6.5
6.4
8.3
8.9
7.2
6.7
6.8
6.4
6.7
7.16.9
8.3
8.8
8.5
8.8
8.3
8.3
24.3
23.614.9
12.2
11.7
12.5
11.6
8.6
6.4
6.2
6.6
14.3
8.5
11.2
12.2
12.4
10.5
10.3
10.2
10.7
10.6
12.2
10.7 11.7
12.4 11.7
12.7
9.6
8.9
9.6
12.2
11.2
13.5
16.6 19.9
10.3
11.2
8.7
18.9
8.6
7.3 7.8
19.2
20.1
22.3
19.9
16.7
19.47.7
12.5
14.7
18.3
13.9
8.1
12.4
14.411.1
16.1
19.1 16.4
17.7
13.6
8.9
8.4 8.7
7.7
7.6
6.7
5.8
6.1
15.2
10.7
5.8
6.4
8.5
10.6
9.5
7.2
8.2 7.6
7.4
7.3
7.4
8.6
7.5
6.4
9.8
9.6
4.5
13.2
17.9 18.3
11.8
14.3
11.7
10.6
15.3
8.9
11.4
8.4
11.6
12.8
12.4
10.1
9.6
10.7
10.1
10.3
11.9
12.6
11.4
10.2
10.9
12.8
11.7
11.1
7.7
18.4
19.3
11.9
12.3
7.4
9.9
20.1
21.5
22.5
9.1
8.9
21.6
11.9
13.1
11.7
12.8
12.4
13.8
14.3
8.5
7.7
8.3
13.4
12.7
8.7 8.6
8.4
22.2
12.4
9.7
8.3
10.8
8.2
10.4
9.6
9.7
8.5 8.4
8.9
8.5
7.9
9.9
11.4
9.4
7.6
9.9
8.3
6.5 6.9
7.3
7.5
7.8
7.3
7.7 10.7
9.8
11.8
10.3
9.9
12.7 11.3
12.7
7.9
13.3
9.8
10.2 8.3
9.5
9.3
11.6
10.3
9.1
9.7
7.6
8.4
5.4
6.1
6.4
6.5
5.7
5.8 5.9
5.9 5.8
5.8
5.7
8.1
13.5
7.46.5
7.9
7.8
8.1
21.5 14.6
13.7
8.7 7.4
5.1
5.7 5.1
5.6
5.3
5.6
5.6
6.9
7.37.5
6.6
7.2 6.9
8.9
8.2
8.1
7.8
5.6
6.1
5.4
5.7
6.6
6.5
8.4
9.2
14.6
13.1
10.8
12.4
11.5
9.4
5.2
7.7
7.5
7.3
7.7
19.7
8.1
9.5
6.8
6.9
8.8
8.9
23.9
17.4
14.2
11.2
13.3
18.1
12.3
8.8
8.6
7.8
9.4
11.7
13.2
10.5
7.9
9.6
7.6
8.1
10.3
10.6
8.7
11.1
10.6
10.3
9.8
11.6
12.4
10.8 11.3
12.4
10.6
9.7
12.3
12.9
9.9
9.8
11.7
10.9
10.6
10.6
12.1
11.9
12.5
11.9
12.2
12.8
12.2
11.9
10.2
12.2
12.4
13.4
11.6
11.1
3.3
9.2
8.8
10.4
12.2
10.5
11.4
11.6
12.6
10.8
11.4
9.4
8.2
3.4
19.7
17.2
17.7
7.9
7.5
7.2
8.2
5.9
6.3
5.6
6.5
6.5
10.5
11.3
9.7
7.8
8.4
20.9 10.6
5.2
7.6
6.8
7.8 6.8
5.9
5.6
6.2 6.2
13.6
12.4
11.4
13.5
13.3
11.3
7.5
10.4
9.9
9.7
11.2
9.7
9.4
11.5 12.5
10.4
5.6
5.8
4.9
8.2
7.4
5.3
21.8
20.8
11.9
7.4
11.5
23.5
22.5
22.1
7.9
13.7
17.8
16.2
8.2
17.1
16.2
22.4
15.3
12.2
10.1
12.7
9.2
12.1
8.7 8.8
9.5
10.4
13.9
10.7
14.2
7.9
3.5
18.5
20.2
19.2
9.7
6.5
6.5
6.5
6.5
18.5
16.7
12.9
13.8
17.1
8.7
7.7
11.2
12.1
11.8
11.4
9.9
9.7
12.9
13.4
14.7
11.7
16.5
9.2
8.8
10.3
7.1
10.3
6.7
11.1
9.8
11.5
11.6
13.4
8.3
10.8
17.6
18.5
11.6
13.4
7.3
13.6
7.5
7.5
4.3
7.2
8.3
10.9
6.1
5.4
5.1
5.1 5.2
5.1 7.8
7.8
8.4
8.3
7.9
7.6
7.6
6.5
12.5 13.3
9.8
9.8
8.5
10.1
10.3
9.5
10.9
10.5
11.2
12.1
10.5
3.1
4.7
19.3
14.9
7.5
5.6
7.7 21.1
20.5
13.6
12.2
10.5
21.1
8.2
7.7
7.7
12.2
10.5
12.7
11.8
16.2
10.9
7.5
21.4
23.4
22.8
6.5
6.5
6.5
20.9
23.5
13.9
16.6
18.7
12.3
6.8
13.6
11.9
8.7
9.6
8.7
19.7
8.1
14.3
9.7
8.1
9.2
5.9 5.3
5.1
7.9
8.2
8.1
10.2
19.7
9.6
10.5
13.2
13.7
13.7
11.7
10.9
9.4
10.7
11.8
12.3
12.3
6.2
7.6
5.6
5.9
9.4
11.8
10.5
11.2
11.8
8.6
9.2
10.4
9.3
8.8
8.8
7.1 8.2
9.2
9.6
10.3
5.2
9.2
7.3
8.2
6.5
7.4
7.6
7.8
7.2
6.3
6.3
6.4
6.7
3.7
3.7
3.8
3.7
3.3
3.3
6.5
6.5
6.7
9.1
8.2
5.9
7.4
6.8
6.5
8.5
5.1
5.2 5.4 5.4
5.6
5.1
5.1
5.7 5.8
6.4
6.48.3
5.9
5.9
7.9 8.2
8.3
17.4
15.7 16.7
17.5
5.6
6.4
6.5
8.4
16.1
5.6
5.7
5.6
5.6
5.9
25.2
7.9
10.5
7.7
8.2
7.6
8.8
8.4
9.4
10.9
17.5
19.5
6.5
6.3
6.6 6.5
6.6
6.1
7.5
7.5
8.7
7.5
9.4
8.8
6.5
6.6
6.6
6.7
6.6
6.8
6.5
6.8
9.9
10.7
9.6
8.4 9.8
12.8
14.8
15.7
16.3
13.1
11.1
12.6
13.3
11.6
14.8
2.6
2.8
2.9
5.4
3.5
7.3
12.4
10.4
8.2
7.5
7.9
7.4 7.2
7.3
17.7
6.5
6.5
6.5
6.5
6.5
6.5
22.7
17.2
11.8
8.1
9.7
8.1
9.1
9.9
3.7
11.9
12.3
8.6
9.5
10.710.7
8.5
9.1
11.8
13.5
14.1
14.4
13.8
11.7
12.1
11.8
10.1
11.1
12.4
13.2
12.3
11.5
11.3 10.7
11.9
11.3
12.2
10.8
10.7
12.3 11.8
10.3
9.9
10.2
11.2
11.5 12.4
12.4
12.7
10.8
13.6
10.6
10.4
9.9
10.6
10.6 8.7
8.8
9.5
10.5
9.6
10.7
8.4
8.7
9.9
8.2
6.9
9.5
9.4
8.3
8.2
9.3
9.2
8.7
8.7
8.6
9.2
10.5
11.2
13.1
12.8
15.6
13.2
13.7
10.9
11.1
10.4
11.3
10.6
9.6
8.9
10.1
8.8
9.3
10.6
11.2
10.1
9.6
8.8
8.3
7.4
7.2
6.9
9.6
8.2
7.4
8.7
8.2
9.3
8.2
7.3
8.4
8.6
7.6
11.4
11.4
8.8
7.4
7.8
8.5
5.7
7.2
10.4
4.9
4.9
4.6
6.4
6.5
6.8
6.6
6.5
7.9
7.9
8.1
7.8
7.4
6.7
3.3
3.7 3.7
3.7
3.7
3.7
3.8
4.1
3.7
3.5
3.5
3.7 3.7
3.7
4.33.3
3.3
3.3
3.3
3.7
3.7
5.9
6.5
6.5
5.6
5.9
6.7
6.5
6.5
11.8
11.6
12.8
13.1
11.1
7.9
8.1
8.1
11.8
10.6
12.7
11.8
8.8
7.8
8.7
8.2
8.7
14.4
13.4
11.9
11.9
14.4
5.8 5.6
5.15.3
7.9
7.4
17.9
17.7
8.8
8.4
7.2
6.5
6.5
6.5
6.5
7.8
9.4
20.9
19.6
20.1
15.4
19.1
5.3
5.2
5.2
5.1
5.1
5.5
5.6
5.1
6.6
6.4
6.5
6.5
6.7
6.5
6.5
6.2
6.8 7.4
7.6 7.4
7.4
8.6
8.5
8.1
8.3 7.7
17.9
19.1
18.4
5.9
7.3
6.5
6.5
6.5
6.5
8.1
7.8
7.9
7.8
5.8
5.8
5.95.8
5.8
5.7
6.1
5.6
5.85.9
23.8
12.4
23.6
26.2
28.5
22.1
26.3
24.9
7.4
7.6
7.5
15.4
16.1
9.5
7.8 8.7
10.3
11.1
18.7
10.3
8.8
24.3
18.6
21.3
23.5
12.8
19.8
18.1
9.5
8.5
10.6
7.6
6.2
6.4
6.3
7.1 6.7
6.6
6.7
6.4
6.5
6.5
6.4
6.6
6.5
6.7
6.5
6.3
6.6
11.4
10.8 7.9
10.2
11.4
8.2
18.4
8.8
10.1
12.3
10.7
8.9
8.8
8.5
8.2
7.67.3
7.2
7.9
7.7
7.3
6.7
6.2
6.3
7.9
5.9
5.5
5.6
7.8
8.5
9.1
8.1
10.1
18.8
11.1
10.6
12.6
13.1
12.8
10.8
12.4
8.1
8.3
7.9
12.3
13.7
13.5
13.1
13.3
12.8
11.5
12.8
11.5
11.7
11.3
11.4
11.1
10.2
9.5
12.5
9.4
12.4
9.5
9.3
9.8
7.7
10.2
9.8
10.5 10.5
9.8
10.1
10.2
8.6
7.7
8.9
8.4
6.6
7.7
8.8
9.3
8.3
5.3
8.5
10.6
7.2
6.8
7.3
6.6
6.4
7.7
7.4
8.5
6.6
6.3
6.4
3.7
3.8
3.3
3.3
3.3
3.3
5.3
5.2
3.7
6.5
6.7
21.3
20.1
19.2
5.1
5.1
5.1
5.6
5.5
5.8
5.2
6.4
6.8
5.9
8.2
7.6 6.4
6.8
9.1
9.2
8.3
8.2
11.3
13.5
11.7
7.6
7.5
10.1
12.7
8.5
7.4
8.5 9.6
10.3
10.8
8.9
20.2
11.3
11.5
15.4
20.5
11.5
7.1
7.5
8.4
9.1
8.5
8.9
9.8
9.5
7.7
9.2
9.6
8.5
10.2
9.4
11.3
11.2
10.6
13.3
11.5
5.9
11.6
9.3
20.9
15.6
8.4
10.3
9.2
9.8
3.8
12.1
9.1
12.2
4.2
7.5
10.4
10.510.7
9.6
11.2
10.9
12.3
10.9
13.5
18.5
10.2
11.4
13.1
11.8
10.9
11.7
10.8
11.7
10.2
11.8
11.2 10.5
3.6
8.4
7.5
5.9
6.4
17.5
9.9
9.8
11.4
12.2
9.9
11.8
10.6
10.3
12.6
9.2
18.1
8.5
9.2
7.3
16.3
20.3 12.2
11.4
9.1
10.6
10.6
10.1
10.2
9.5
9.2
11.1
9.6
12.2
12.7
11.2
10.6
12.8
6.1
6.3
6.3
6.5
6.1
5.7
10.3
16.4
7.7
8.8
9.5
8.9
7.6
8.7
8.3
9.7 9.4
7.58.3
8.9
9.1
6.8
6.2
5.5
6.3
10.1
10.8
9.7
11.5
10.8
10.911.1
12.5
6.8
9.7
3.3
6.5
6.7
9.7
23.4
20.1
16.5
19.1
5.1
5.8
5.2
5.8
5.4
5.6
5.6
6.2
5.1
5.8
7.2
7.3
7.4
7.4
6.5
6.4
6.5
6.5
6.7
23.1
23.7
11.4
14.6
15.8
26.1
9.7
10.3
10.8
15.3
12.6
11.9
11.8
13.8
12.8
10.6
10.9
13.1
12.9
9.9
10.5
11.1 11.7
8.8
10.1
9.4
11.7
12.2
9.9
10.2
11.9
4.7 5.8
21.8
11.4
19.3
17.7
12.7
12.6
10.9
10.4
12.5
12.5
7.7
7.7
10.6
10.9
9.2
13.7
12.7
13.8
11.4
12.7
10.8
12.5
7.9
11.5
9.3
11.1
12.5
18.9
15.8
24.4
18.5
14.2
12.8
18.1
9.4
13.4
9.1
8.7
11.4
8.9
17.320.4
23.6
4.2
7.3
7.4
7.4
6.7
20.4
13.2
10.4
10.8
7.7
8.1
13.3
8.1
9.8
6.8
7.2
22.5
12.4
11.7
22.1
14.4
22.4
21.8
10.4
13.8
9.8
9.3
7.4
7.5
13.9 7.5
24.8
8.2
6.3
6.6
12.6
10.5
21.1
27.3
22.7
8.7
10.5
8.5
10.3
15.5
11.5
20.5
25.3
6.5
21.2
12.9
13.3
9.9
17.1
14.7
14.9
5.3
7.6
8.7
9.9
11.5
8.6
10.4
8.6
7.7
7.6 7.6
10.7
7.7
10.9
8.6
10.4
11.3
11.6
11.2
10.9
10.7
10.5
9.9
12.5
10.8
12.8
11.2
10.6
11.4
9.7
7.6
8.6
8.3
9.2
19.2
24.1
9.6
13.5
15.1
13.6
14.6
13.2
14.3
14.3
18.5
13.1
10.1
6.9
2.9
13.1
10.8
12.8
11.1
11.6
8.1
9.5
7.97.9
7.9
7.9
8.2
11.8
14.1
12.1 15.9
7.6
7.8
9.1
8.4
12.8
8.3
9.5
10.7
9.3
11.1
8.1
10.8
8.6
10.6
9.8
9.611.1
12.5
12.8
13.4
8.7
10.1
9.3
9.3
9.8
9.8
11.2
8.2
9.3
13.313.4
11.7
10.4
14.5
22.4
7.9
8.3
7.7
18.5
11.2
6.7
6.6
8.2
11.6
8.4
8.1
12.7
12.1
7.5
7.7
16.1
13.8
25.8
7.2
9.4
12.6
8.9
9.5
9.6
10.1
9.8
12.6
12.7
10.7
11.7
13.3
9.3
9.9 10.5
11.6
10.2
11.8
11.3
11.2
12.2
8.4
8.9
11.1
9.6
9.7
7.4
20.4
18.6
11.3
14.3
22.1
10.7
11.3
17.2
23.6
13.7
21.122.2
7.7
8.3
8.1
7.6
18.5
3.5
10.9
7.3
7.8
7.8
5.3
8.3
7.1
7.1
6.9
7.3
7.4
7.3
7.5 7.4
6.1
6.3
6.3
6.2
7.3
6.2 6.3
6.3 6.2
6.4
3.7
3.7
5.6
19.5
10.9
11.5
11.5
10.3
2.8
4.5
3.7
5.4
5.6
6.3
5.4
5.5
6.1
12.5
12.9
2.8
3.6
3.7
4.2
8.8
9.2
7.6
9.1
3.3
3.3
12.7
19.5 9.5
17.5
11.7
11.8
7.9
16.5
8.2
10.5
11.8
11.3
14.1
9.4
19.8
20.1
20.212.8
6.5
6.5
13.3
7.5
7.5
18.4 8.9
10.6
15.2
19.6
8.4
11.3
10.0
5.8
15.4
11.1
11.5
20.6 12.5
10.4
12.6
11.6
12.7
13.6
9.9
9.9
10.3
10.8
11.5
9.2
8.4
8.5
9.4
11.6
8.5
9.6
11.5
10.2
9.7
9.8
8.5
7.5
11.4
10.7
7.3
7.3
10.7
4.4
6.9
7.4
6.4
7.3
7.3
6.7
7.2
7.4
6.1
6.1
3.3
3.7
3.6
3.6
3.7
3.7
3.3
3.3
3.3 3.3
6.5
6.5
6.7
5.6
8.7
18.9
5.1
8.5
5.7
5.8
5.8
9.3
22.8
20.2
7.5
14.5
18.7
13.7
9.3
9.4
8.4
8.8
6.3
6.4
7.4
6.1
6.8
6.6
6.7
6.4
7.9
9.1
9.1
15.4
14.6
14.8
7.47.3
7.1
7.7
7.7
5.3
7.9
8.18.1
5.4
6.4
6.6
7.1
7.2
7.4
7.2
6.9
7.36.8
6.5
7.3
9.3
8.4
8.3
9.7
9.9
8.5
9.3
10.4
11.2
9.7
10.3
9.9
10.2
11.5
12.6
10.7
11.8
11.1
9.4
8.5
9.1
8.6
8.2
8.4
7.4
12.1
6.9
5.5
7.2
7.3
7.3
6.1
6.6
3.7 3.7
3.7
8.3
11.8
10.6
10.7
12.6
12.1
12.6
12.4
12.6
7.6
7.8
7.5
7.2
8.3
3.3
14.4
16.5
15.5
9.3
9.5
7.8
11.6
10.4
11.6
9.39.39.7
8.7
12.2
9.6
10.6
9.4
10.8
7.2
10.4
9.8
8.2
6.7
8.2
8.9
9.7
7.1
3.5
14.3
10.7
11.2
5.2
7.4
7.4 6.5
11.3
10.3
11.2
10.9
11.2
9.5
10.1
10.3
21.6
12.9
13.5
12.5
11.3
12.1
11.8
13.6
12.5
12.2
11.5
12.7
13.4
11.5
10.8
11.6
12.9
12.7
12.5
10.5
9.9
11.7
12.8
11.5
10.7 11.911.5
11.5
3.3
3.3
3.3
11.1
10.4
6.2 14.3
7.8
7.7
15.4
15.2
18.2
7.7
8.88.1
10.6
18.2
19.1
9.6
6.4
7.8
7.6
7.9
7.9
8.6
8.7
7.3 7.4
6.3
6.7
6.5
6.7
6.7
6.8
9.5
8.7
10.8
10.2
9.8
10.1
10.6
10.7
10.7
10.7
10.8
10.6
11.3
10.6
10.8
10.7
11.6
10.4
15.4
9.1
16.5
15.7
13.2
12.5
12.3
11.2
12.9
11.8
7.2
11.2
11.3
5.7
11.4
10.3
7.6
7.1
7.7
9.3 4.5
7.9
7.6
10.4
8.3
6.9
6.9
6.9
6.5
8.7
10.8
21.9
10.7
12.1
10.3
10.4
9.6
10.7
10.6
9.2
8.6
9.6
9.6
10.7
11.7
10.4
10.4
12.6
12.2 11.6
11.9
12.3
12.1
10.8
12.4
9.2
12.8
10.3
11.6
1 0
1 0
1 5
1 0
1 0
1 0
1 5
1 0
1 0
1 0
1 5
1 0
1 0
1 0
1 5
1 015
1 5
1 5
1 5
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1 5
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2 0
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1 0
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1 0
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1 0
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10 15
1 0
1 5
1 5
1 0
2 0
1 0
1 0
15 6042
P991
WILLOUGHBY BAY
NAVAL SUPPORT
ACTIVITY
U.S. NAVAL STATION
SEWELLS POINT
NORFOLK
U.S. NAVAL
AIR STATION
CHESAPEAKE BAY
LITTLE CREEK
U.S. NAVAL
AMPHIBIOUS BASE
VA BEACH
OCEANA
NAVAL AIR
STATION
CHESAPEAKE
SOUTHERN BRANCH
EASTERN BRANCH
ST. JULIEN'S CREEK
U.S. NAVAL ANNEX
ELIZABETH RIVER
58 460
PORTSMOUTH
U.S. ARMY CRANEY
ISLAND DISPOSAL AREA
NANSEMOND RIVER
WESTERN BRANCH
CRANEY
ISLAND NAVY
DEPOT
PROJECT
SITE
NORTH NORTH
ROOM
A1 A-201
ROOM IDENTIFIER
DETAIL NUMBER
SHEET WHERE DRAWN
DETAIL TAG
ROOM NAME
ROOM NUMBER
A-401 INTERIOR ELEVATION
INDICATOR
INTERIOR ELEVATION NUMBER
SHEET WHERE DRAWN
DETAIL NUMBER
SHEET
REFERENCED
FROM
EXTERIOR ELEVATION
INDICATOR
ELEVATION NUMBER
DIRECTION OF VIEW
SHEET WHERE DRAWN
A1 A-301
WALL / PARTIAL
BUILDING SECTION
INDICATOR
SECTION NUMBER
SHEET WHERE DRAWN
GENERAL PROJECT SYMBOLS
A1 A-301
BUILDING SECTION
INDICATOR
SECTION NUMBER
SHEET WHERE DRAWN
A1 A-301
BUILDING
NEW WORK
KEYNOTE INDICATOR
KEYNOTE NUMBER
DEMOLITION
KEYNOTE INDICATOR
KEYNOTE NUMBER
A-901 PHOTOGRAPH
INDICATOR
PHOTOGRAPH NUMBER
SHEET WHERE SHOWN
A1
PLAN
NORTH
TRUE NORTH
A-501
A1
A1
A1
A1 VIEW TITLE
SCALE: 1/8" = 1'-0" (A-101)
PLAN TITLE
SCALE: 1/8" = 1'-0"
A1
E BIRDNECK ROAD
MCRC HEADQUARTERS
BUILDING 991 PROJECT SITE
GE
NE
RA
L B
OO
TH
B
LV
D
TO DAM NECK
MAIN GATE
MCRC GATEHOUSE
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
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AR
TM
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AV
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IN
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M
AN
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DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
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RI
NG
S
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C O
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12847501
RDC RDC
05/25/2021
APPROVED BY MAJOR ERIC KAURANEN WITH MARINE
AIR CONTROL SQUADRON 24, VIA EMAIL
JH / RC
1785609
VI
RG
IN
IA
B
EA
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NA
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DSN
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VICINITY MAP GENERAL PROJECT NOTES
GOVERNING REGULATIONS
LOCATION MAP
1 REPAIR EXISTING CONSTRUCTION AND ITEM(S) DAMAGED DURING THE
PREFORMANCE OF THE WORK, REQUIRED BY THESE DOCUMENTS, WITH
MATERIALS TO MATCH THE ADJACENT MATERIAL, FUNCTION, ALIGNMENT, FIT,
PLANE, TEXTURE, FINISH, AND COLOR.
2 FIELD VERIFY EXISTING DIMENSIONS PRIOR TO BEGINNING DEMOLITION OR
ORDERING MATERIALS.
3 PROVIDE AND INSTALL ALL ITEMS UNDER THE REQUIREMENTS OF THIS
CONTRACT UNLESS SPECIFICALLY SHOWN OR INDICATED AS "EXISTING".
4 ALL MATERIALS AND COMPONENTS INCORPORATED IN THE WORK MUST BE
NEW UNLESS SPECIFICALLY INDICATED OTHERWISE.
5 PROVIDE SUFFICIENT INFORMATION TO DETERMINE AND COORDINATE LAY
DOWN AREA WITH THE CONTRACTING OFFICER PRIOR TO THE
PRECONSTRUCTION MEETING. THE CONTRACTING OFFICER MUST ESTABLISH
THE ALLOWABLE LAY DOWN AREA LOCATION AND SIZE.
6 MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE
PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE
PROVIDED THEY MEET THE TECHNICAL REQUIREMENTS OF THE
SPECIFICATIONS AND MATCH THE MATERIALS, FIT, PERFORMANCE, COLORS,
FINISHES, TEXTURES, AND PATTERNS OF THE MANUFACTURER LISTED.
7 OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY
REQUIREMENTS AS DIRECTED BY THE CONTRACTING OFFICER.
8 PLAN AND EXECUTE THE WORK TO AVOID INTERFERENCE WITH THE
OPERATIONAL WORK ROUTINE. CONSTRUCTION WILL BE ACCOMPLISHED IN
AND AROUND AREAS WHICH WILL REMAIN OPERATIONAL.
9 PROVIDE ALL SUBMITTALS REQUIRED BY THESE CONTRACT DOCUMENTS TO
THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO
COMMENCEMENT OF RELATED WORK.
10 STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER, AND
AT ONCE, REPORT TO THE CONTRACTING OFFICER ANY ERRORS AND
INCONSISTENCIES OR OMISSIONS DISCOVERED. ANY CONSTRUCTION
ACTIVITY PERFORMED KNOWING IT INVOLVES A RECOGNIZED ERROR,
INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT
SUCH NOTICE TO THE CONSTRACTING OFFICER, THE CONTRACTOR WILL
ASSUME RESPONSIBILITY FOR SUCH PERFORMANCE AND WILL BEAR THE
AMOUNT OF THE COST OF THE CONSTRUCTION.
11 STEEL AND STEEL CONTAINING ASSEMBLIES IN HIGH BAY 101, STORAGE CAGE
107, MECHANICAL 109, AND FIRE PUMP 114 SHOULD BE GALVANIZED AS THESE
ARE CORROSION PRONE LOCATIONS.
12 THE CORROSION PREVENTION AND CONTROL ENVIRONMENTAL SEVERITY
CLASSIFICATION (ESC) FOR THIS PROJECT IS C5. CORROSION PRONE
LOCATIONS ARE INDICATED ON SHEET AE101 AND REQUIRE THE MATERIAL
AND CORROSION PROTECTION INDICATED IN THE SPECIFICATIONS
BUILDING CODE:
UFC 1-200-01 DoD BUILDING CODE WITH CHANGE 1 1-200-01 10-01-2020
UFC 1-200-02 HIGH PERFORMANCE AND SUSTAINABILITY REQUIREMENTS 12-01-2020
FC 1-300-09N NAVY AND MARINE CORPS DEISGN PROCEDURES 11-09-2020
UFS 3-301-02 STRUCTURAL ENGINEERING 10-01-2019
UFC 3-401-01 MECHANICAL ENGINEERING WITH CHANGE 1 10-01-2015
UFC 3-410-01 HVAC SYSTEMS WITH CHANGE 6 03-20-2020
UFC 3-420-01 PLUMBING SYSTEMS WITH CHANGE 11 11-01-2019
UFC 3-501-01 ELECATRICAL ENGINEERING WITH CHANGE 1 11-01-2019
UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES 09-24-2020
ACCESSIBILITY CODE:
ABA STANDARDS, UNITED STATES ACCESS BOARD:
HTTPS://WWW.ACCESS-
BOARD.GOV/ATTACHMENTS/ARTICLE/1029/ABASTANDARDS.PDF
REFERENCED MODEL CODES AND STANDARDS:
INTERNATIONAL BUILDING CODE 2018
INTERNATIONAL EXISTING BUILDING CODE 2018
INTERNATIONAL ENERGY CONSERVATION CODE 2015
INTERNATIONAL PLUMBING CODE 2018
INTERNATIONAL MECHANICAL CODE 2018
NFPA 1 FIRE CODE
NFPA 54 (ANSI 2223.1), NATINOAL FEUL GAS CODE
NFPA 58 LIQUIFIED PETROLEUM CODE
NFPA 70 NATIONAL ELECTRICAL CODE
NFPA 101 LIFE SAFETY CODE
ASHRAE 90.1 ENERGY STANDARDS FOR BUILDING EXCEPT LOW RISE RESIDENTIAL
ASHRAE 189.1 STANDARDS FOR THE DESIGN OF HIGH-PERFORMANCE GREEN
BUILDINGS EXCEPT LOW RISE RESIDENTIAL BUILDINGS 2017
SY
M
DE
S C
RI
PT
I O N
DA
TE
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 17 APRIL 2018
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
G-001
P -1
M
C R
C G
/A
TO
R A
T D
A M
N E
C K
CO
DE
A
NA
LY
SI
S
SSR
12847502
MWB MWB
05/25/2021
APPROVED BY MAJOR ERIC
KAURANEN WITH MARINE AIR
CONTROL SQUADRON 24, VIA
JH/RC
1572968
VI
RG
IN
IA
B
EA
CH
, V
IR
GI
NI
A
NA
VA
L A
IR
S
TA
TI
ON
O
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AN
A
-D
AM
N
EC
K
AN
NE
X
EJA
SY
M
DE
S C
RI
PT
I O N
DA
TE
AP
PR
DSN
S SS
S SS
S S
S SS
S S
ROOM / ZONE AREA
OCCUPANCY,
ALLOWABLE AREA PER
OCCUPANT
OCCUPANCY LOAD (PEOPLE)
OCCUPANCY, TYPE
A - ASSEMBLY
B - BUSINESS
S - STORAGE
8473 SF
S MAX
W: NET EXIT WIDTH (INCHES)
C: CAPACITY (PEOPLE)
P: EXIT WIDTH PER PERSON
A: ACTUAL EGRESS (PEOPLE)
1 HOUR FIRE WALL
SMOKE PARTITION
SYMBOL DESCRIPTION
COMMON PATH OF TRAVEL
MAXIMUM TRAVEL DISTANCEMTD = X'-XX"
DEAD -END CORRIDORDE = X'-XX"
NUMBER OF OCCUPANTS EXITING
EXIT LABEL#
W C
P A
CPT = X'-XX"
FACP
105' - 6"
30' - 0"
MTD
CPT
50' - 0"
CPT109 110
113112
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 17 APRIL 2018
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
G-002
P -1
M
C R
C G
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TO
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T D
A M
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C K
FI
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T
FL
O O
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PL
AN
LI
FE
S
AF
ET
Y
SSR
12847503
MWB MWB
05/25/2021
APPROVED BY MAJOR ERIC
KAURANEN WITH MARINE AIR
CONTROL SQUADRON 24, VIA
JH/RC
1572968
VI
RG
IN
IA
B
EA
CH
, V
IR
GI
NI
A
NA
VA
L A
IR
S
TA
TI
ON
O
CE
AN
A
-D
AM
N
EC
K
AN
NE
X
EJA
GENERAL NOTES
NOTES
GRAPHIC SCALE(S)
1/8" = 1' - 0" 0 5' 10' 15' 30'
0 4' 8' 16'
PLAN
NORTH
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - LIFE SAFETY
SY
M
DE
S C
RI
PT
I O N
DA
TE
AP
PR
DSN
DSN
ROOM NAMES
NUMBER NAME
101 HIGH BAY
107 STORAGE CAGE
108 SECURE
109 MECHANICAL
110 ELECTRICAL
111 COMM
112 RESTROOM
113 JANITOR
114 FIRE PUMP
TYPHON AVE.
T.B.M.
E BIRDNECK ROAD
N
LEGEND
GRAPHIC SCALE
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
P-
M
CR
C
G /A
TO
R
AT
D
AM
N
EC
K
G-003
AutoCAD SHX Text
1 ST. BRICK BLDG. #921
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GRASS
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1 ST. METAL FRAME & PLASTIC WRAP ENCLOSURE
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ASPHALT
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CONCRETE
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WOODS
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WOODS
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WOODS
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CONC.
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1 ST. METAL BLDG.
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DUMPSTER ON WOODEN PAD
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DEPARTMENT OF THE NAVY
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DESCRIPTION
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DATE
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CHK
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ACTIVITY
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OF
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PM/DM
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BRANCH MANAGER
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FIRE PROTECTION
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MIDLANT DC CORE
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NAVAL STATION - NORFOLK, VA
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DAM NECK
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VIRGINIA BEACH, VIRGINIA
AutoCAD SHX Text 05/25/2021
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CT/RC
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DSN
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EJA
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EJA
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BUILDING CODE SITE PLAN
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MWB
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AutoCAD SHX Text 12847504
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FIRE DEPARTMENT ACCESS
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FIRE HYDRANT
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10 FEET PROPERTY LINE
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BUILDING CODE SITE PLAN
AutoCAD SHX Text 1"=30'
AutoCAD SHX Text Approved by Major Eric Kauranen with Marine Air Control Squadron 24, via Email
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N
GENERAL SHEET NOTES
GRAPHIC SCALE
HM100
HAZARDOUS MATERIALS - BLDG FLOOR PLANA1
HAZARDOUS MATERIALS KEYNOTES
NA
VA
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FA
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LEGEND: LEGEND:
SURVEY CONTROL POINTS
SURVEY NOTES:
V-001
FY
M
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N
PR
O
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CT
P
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EXISTING SITE NOTES:EXISTING UTILITY NOTES
STORM SEWER SCHEDULE
EXISTING UTILITY SCHEDULE
EXISTING ELECTRIC / TELEPHONE SCHEDULE
V-002
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B-101
BORING LOG GENERAL NOTES
LABORATORY TESTING NOTES
CONE PENETRATION TEST (CPT) NOTES
†after Terzaghi and Peck, 1968 ‡after D. U. Deere, 1963, 1967
Resistance of a standard 2-inch O.D., 1.375-inch I.D. split spoon sampler driven by a 140 pound hammer free-falling 30 inches.
HARDNESS WEATHERING
Very Hard - Breaking specimens requires several hard hammer blows
- Hard hammer blow required to detach specimensHard⛐
- Light hammer blow required to detachModerately Hard specimens
- May be scratched 1/16" deep by a knife or nail, breaksMedium into several pieces by light hammer blow
- Can be gouged readily by knife or nail, corners and edgesSoft broken by finger pressure
- May be carved with a knife and readily broken by fingerVery Soft pressure
Fresh - Fresh rock, bright crystals, no staining
- Minimum stainaing and discoloration, open joints containSlight clay
- Significant portions of rock shows staining andModerate discoloration, strong rock fragments
- All rock shows staining, rock fabric evident but reducedSevere strength
- All rock shows staining, rock mass effectivelyVery Severe reduced to soil with strong rock fragments remaining
- Rock reduced to soil with rock fabric not discernableComplete
DIAGNOSTIC
DESCRIPTION
Very Poor Poor Fair
Good Excellent
ROCK PARAMETER
FIELD/LAB RATIO
0.15 0.20 0.25
0.30 to 0.70
0.70 to 1.00
SPACING
Less than 2" 2" to 1' 1' to 3' 3' to 10'
More than 10'
ROCK QUALITY‡
FRACTURES, JOINT SPACING AND BEDDING
RQD (%)
0 - 25 25 - 50 50 - 75 75 - 90 90 - 100
JOINTS
Very Close Close Moderately Close Wide Very Wide
BEDDING
Very Thin Thin Medium Thick Very Thick
CORRELATION OF RELATIVE DENSITY AND CONSISTENCY
WITH STANDARD PENETRATION TEST (SPT) RESISTANCE (ASTM D1586)§
FIELD MEASURED SPT RESISTANCE (N) IN BLOWS PER FOOT OR PER 0.3 m
0 - 4 5 - 10 11 - 30 31 - 50
51 +
RELATIVE DENSITY†
SAND & GRAVEL
Very Loose Loose Firm
Dense Very Dense
0 - 2 3 - 4 5 - 8
9 - 15 16 - 30 31 - 50
51 +
CONSISTENCY†
SILT & CLAY
Very Soft Soft Firm Stiff
Very Stiff Hard
Very Hard
SPT
N
SPT
N
KEY TO DRILLING SYMBOLS AND ABBREVIATIONS
Undisturbed Sample (ASTM D1587)
Split Spoon Sample(ASTM D1586)
Water Table after Stabilization Period
Water Table at Time of Drilling
PP Pocket Penetrometer (tsf)
M.R. Mud Rotary Wash Drilling
H.S.A. Hollow Stem Auger Drilling
Loss of Drilling Fluid
Boring Cave In
Seepage into Borehole Rock Coring (ASTM D2113)
Core Recovery (%)REC
Rock Quality Designator (%)RQD
Weight of Hammer (N = 0)W.O.H.Approximate Strata Change Depth Different Soil Classification Type
Approximate Strata Change Depth Similar Soil Classification Type
COARSE
GRAINED
SOILS
MORE THAN 50%
OF MATERIAL
IS LARGER
THAN NO. 200
SIEVE SIZE
FINE
GRAINED
SOILS
OTHER
SOILS
MORE THAN 50%
OF MATERIAL
IS SMALLER
THAN NO. 200
SIEVE SIZE
GRAVEL
AND
GRAVELLY
SOILS
MORE THAN 50%
OF COARSE
FRACTION
RETAINED ON
NO. 4 SIEVE
SAND
AND
SANDY
SOILS
MORE THAN 50%
OF COARSE
FRACTION
PASSING ON
NO. 4 SIEVE
SILTS
AND
CLAYS
HIGHLY ORGANIC SOILS
UNCONTROLLED FILLS
DECOMPOSED OR PARTIALLY
WEATHERED ROCK
CLEAN
GRAVELS
(LITTLE OR NO
FINES)
GRAVELS
WITH FINES
(APPRECIABLE
AMOUNT OF FINES)
CLEAN SANDS
(LITTLE OR NO
FINES)
SANDS WITH
FINES
(APPRECIABLE
AMOUNT OF FINES)
LOW PLASTICITY
LIQUID LIMIT
LESS THAN
HIGH PLASTICITY
LIQUID LIMIT
GREATER THAN
WELL-GRADED GRAVELS,
GRAVEL - SAND MIXTURES,
LITTLE OR NO FINES
POORLY-GRADED GRAVELS,
GRAVEL - SAND MIXTURES,
LITTLE OR NO FINES
SILTY GRAVELS, GRAVEL -
SAND - SILT MIXTURES
CLAYEY GRAVELS, GRAVEL -
SAND - CLAY MIXTURES
WELL-GRADED SANDS,
GRAVELLY SANDS, LITTLE OR
NO FINES
POORLY-GRADED SANDS,
GRAVELLY SAND, LITTLE OR
NO FINES
SILTY SANDS, SAND - SILT
MIXTURES
CLAYEY SANDS, SAND - CLAY
MIXTURES
INORGANIC SILTS, CLAYEY SILTS,
SILT-VERY FINE SAND MIXTURES,
ROCK FLOUR
INORGANIC CLAYS OF LOW TO
MEDIUM PLASTICITY,
GRAVELLY, SANDY, SILTY, &
LEAN CLAYS
ORGANIC SILTS AND ORGANIC
CLAYS OF LOW PLASTICITY
INORGANIC SILTS AND MICACEOUS,
DIATOMACEOUS AND ELASTIC
SILTY SOILS
INORGANIC CLAYS OF HIGH
PLASTICITY, FAT CLAYS
ORGANIC CLAYS OF MEDIUM TO
HIGH PLASTICITY, ORGANIC
SILTS
PEAT, HUMUS, MUCK, SWAMP SOILS
WITH VERY HIGH ORGANIC
CONTENTS
TRANSITIONAL MATERIAL BETWEEN SOIL AND
ROCK WHICH MAY RETAIN THE RELICT
STRUCTURE OF THE PARENT ROCK
DISTURBED SOILS WITH POSSIBLE DEBRIS
AND RUBBLE, OLD CONSTRUCTION
WASTES, NON-ENGINEERED BACKFILLS
MAJOR DIVISIONS SYMBOLS
GRAPH LETTER
TYPICAL
DESCRIPTIONS
GW
GP
GM
GC
SW
SP
SM
SC
ML
CL
OL
MH
CH
OH
PT
PLASTICITY INDEX (PI) RELATIVE TO SWELL POTENTIAL
0 - 4 4 - 15
15 - 30 31+
None Slight or Low
Medium to High High to Very High
ADDITIONAL RELATIVE DESCRIPTIVE VALUES
Trace < 10% Little 10 - 20%
Some 20 - 30% Modifier > 30%
4.75 mm to 19.0 mm (#4 - 0.75 in.)
PARTICLE SIZE IDENTIFICATIONPLASTICITY CHART (ATTERBERG LIMITS)
BOULDERS:
COBBLES:
GRAVEL: Coarse - Fine -
SANDS: Coarse - Medium - Fine -
SILTS & CLAYS:
Greater than 300 mm (12 in.)
75 mm to 300 mm (3 - 12 in.)
19.0 mm to 75 mm (0.75 - 3 in.)
2.00 mm to 4.75 mm
0.425 mm to 2.00 mm
0.075 mm to 0.425 mm
Less than 0.075 mm
LEGEND: ANALYTICAL LABORATORY TEST RESULTS SUMMARY:
GEOTECHNICAL LABORATORY TEST RESULTS SUMMARY:
TESTING LOCATION PLAN
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2" E. SAN. F.M.
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SCPT-1
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CPT-3
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SUBSURFACE EXPLORATION RECORDS
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CFC
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CAD
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FAD
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AS NOTED
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DEPARTMENT OF THE NAVY
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SCALE:
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CONSTR. CONTR. NO.
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SHEET
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NAVFAC DRAWING NO.
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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
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DES
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DESCRIPTION
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DATE
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APPR
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DRAWFORM REVISION: 25 AUGUST 2020
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CHK
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SATISFACTORY TO DATE
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APPROVED
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ACTIVITY
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A/E INFO
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OF
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FIRE PROTECTION
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1. THE LABORATORY TEST RESULTS REPRESENT THE SUBSURFACE SOIL THE LABORATORY TEST RESULTS REPRESENT THE SUBSURFACE SOIL PROPERTIES ENCOUNTERED AT THE SPECIFIC BORING LOCATIONS AND DEPTHS. IT IS POSSIBLE THAT SOIL PROPERTIES AND CONDITIONS BETWEEN THE INDIVIDUAL BORING LOCATIONS AND DEPTHS WILL BE DIFFERENT FROM THOSE INDICATED. 2. GEOTECHNICAL LABORATORY TESTS WERE PERFORMED IN GENERAL GEOTECHNICAL LABORATORY TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM STANDARDS: D1140, D1883, D2216, D2435, D2487, D4318, AND D6913. TESTS WERE PERFORMED ON SMALL GRAB SAMPLES OBTAINED FROM THE SOIL BORINGS AND ON BULK SAMPLES OBTAINED FROM HAND EXCAVATED PITS.
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1. THE SOIL BORING RECORDS REPRESENT THE GEOTECHNICAL THE SOIL BORING RECORDS REPRESENT THE GEOTECHNICAL HE SOIL BORING RECORDS REPRESENT THE GEOTECHNICAL ENGINEER'S INTERPRETATION OF THE SUBSURFACE CONDITIONS ENCOUNTERED AT THE SPECIFIC BORING LOCATIONS AT THE TIME OF THE FIELD EXPLORATION BASED ON VISUAL EXAMINATION OF THE FIELD SAMPLES OBTAINED AND LABORATORY CLASSIFICATION TESTING ON SELECTED SAMPLES. 2. LINES DESIGNATING THE INTERFACE BETWEEN VARIOUS STRATA ON LINES DESIGNATING THE INTERFACE BETWEEN VARIOUS STRATA ON THE BORING RECORDS REPRESENT THE APPROXIMATE INTERFACE LOCATION. THE ACTUAL TRANSITION BETWEEN STRATA MAY BE MORE GRADUAL THAN INDICATED. THE BORING RECORDS MAY NOT NECESSARILY BE REPRESENTATIVE OF THE MATERIAL CHARACTER AND STRATA THICKNESS OVER THE ENTIRE CONSTRUCTION AREA. 3. WATER LEVELS SHOWN ON THE BORING RECORDS AND IN THE WATER LEVELS SHOWN ON THE BORING RECORDS AND IN THE GROUNDWATER LEVEL OBSERVATION TABULATIONS REPRESENT THE CONDITIONS ENCOUNTERED AT THE TIME OF THE FIELD EXPLORATION AND DO NOT NECESSARILY REPRESENT GROUNDWATER LEVELS THAT WILL BE ENCOUNTERED DURING CONSTRUCTION. IT IS POSSIBLE THAT GROUNDWATER LEVELS WILL FLUCTUATE DUE TO SEASONAL VARIATIONS AND OTHER FACTORS. 4. APPROXIMATE TESTING LOCATIONS ARE SHOWN ON THIS SHEET. APPROXIMATE TESTING LOCATIONS ARE SHOWN ON THIS SHEET. TESTING LOCATIONS AND ELEVATIONS SHALL BE CONSIDERED APPROXIMATE. 5. BORINGS WERE ADVANCED USING AUGERING AND MUD ROTARY BORINGS WERE ADVANCED USING AUGERING AND MUD ROTARY DRILLING METHODS AS NOTED. 6. REFER TO THE BORING LOG LEGEND FOR AN EXPLANATION OF THE REFER TO THE BORING LOG LEGEND FOR AN EXPLANATION OF THE SYMBOLS USED. 7. BORINGS AND TESTING PERFORMED BY GEOENVIRONMENTAL BORINGS AND TESTING PERFORMED BY GEOENVIRONMENTAL RESOURCES, INC. (GER) AND REPORTED IN GER'S GEOTECHNICAL DATA REPORT DATED FEBRUARY 16, 2021.
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1. TESTING WAS CONDUCTED IN ACCORDANCE WITH ASTM D5778 TESTING WAS CONDUCTED IN ACCORDANCE WITH ASTM D5778 USING A COMPRESSION MODEL ELECTRONIC PIEZOCONE ELECTRONIC PIEZOCONE PENETROMETER WITH A 15 CM² TIP AND A 225 CM² FRICTION SLEEVE. THE CONE IS DESIGNED WITH AN EQUAL END AREA FRICTION SLEEVE AND A TIP END AREA RATIO OF 0.8. PRIOR TO TESTING, THE CONE INTERNAL FORCE TRANSDUCERS WERE CALIBRATED IN A LABORATORY. 2. THE PENETROMETER WAS ADVANCED AT A CONTINUOUS RATE THE PENETROMETER WAS ADVANCED AT A CONTINUOUS RATE OF APPROXIMATELY 2 CM/S. CORRECTED TIP RESISTANCE (QT), SLEEVE FRICTION (FS) AND DYNAMIC PORE WATER PRESSURE (U) WERE RECORDED EVERY 2.5 CENTIMETERS (APPROXIMATELY EVERY ONE INCH). PORE WATER PRESSURES WERE RECORDED WATER PRESSURES WERE RECORDED IMMEDIATELY BEHIND THE CONE TIP, TYPICALLY REFERRED TO AS THE U2 LOCATION. 3. NO PHYSICAL SOIL SAMPLING WAS CONDUCTED DURING THE NO PHYSICAL SOIL SAMPLING WAS CONDUCTED DURING THE TEST. SOIL BEHAVIOR TYPE (SBT) IS AN INDICATOR OF THE SOIL BEHAVIOR DURING TESTING AND IS NOT NECESSARILY THE ACTUAL SOIL TYPE OR SOIL CLASSIFICATION.
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GER
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GER
AutoCAD SHX Text SPT = STANDARD PENETRATION TEST SAMPLE SH = UNDISTURBED THIN-WALLED TUBE SAMPLE Bulk = BAGGED 40lb BULK COMPOSITE SAMPLE
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SCALE: 1" = 40'
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PLAN
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NORTH
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MIDLANT DC BL
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NAVAL STATION - NORFOLK, VA
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NAVAL AIR STATION OCEANA- DAM NECK ANNEX
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VIRGINIA BEACH, VIRGINIA
AutoCAD SHX Text 05/25/2021
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JH / RC
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FAD
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EJA
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DSN
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APPROVED BY MAJOR ERIC KAURANEN WITH MARINE AIR CONTROL SQUADRON 24, VIA EMAIL
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SUBSURFACE EXPLORATION RECORDS
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CFC
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CAD
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FAD
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AS NOTED
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DEPARTMENT OF THE NAVY
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SCALE:
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CONSTR. CONTR. NO.
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SHEET
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NAVFAC DRAWING NO.
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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
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DES
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DRW
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DESCRIPTION
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DATE
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APPR
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DRAWFORM REVISION: 25 AUGUST 2020
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CHK
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SATISFACTORY TO DATE
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APPROVED
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ACTIVITY
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FOR COMMANDER NAVFAC
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SEAL
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A/E INFO
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OF
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EPROJECT NO.
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PM/DM
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BRANCH MANAGER
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CHIEF ENG/ARCH
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FIRE PROTECTION
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MIDLANT DC BL
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NAVAL STATION - NORFOLK, VA
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NAVAL AIR STATION OCEANA- DAM NECK ANNEX
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VIRGINIA BEACH, VIRGINIA
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JH / RC
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FAD
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EJA
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DSN
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