Am-0003 Attachment 1_Revised Drawings dtd 11-8-2024.pdf
PDF 5 MB Posted
- Solicitation number
- N6274225R1301
About this file
This document appears to be a set of drawings and specifications related to a federal contract opportunity for the construction of a Guam Defense Radar System Command Center, power generation facility, and associated infrastructure at Andersen Air Force Base, Guam.
The key details include:
- The project involves new construction of a command center, power plant, switchgear building, fuel storage facility, and entry control facility with an estimated value between $250-500 million.
- The solicitation is being issued as an unrestricted, best-value trade-off source selection, with technical factors (experience, small business utilization, safety, management plan, past performance) and price being evaluated.
- Relevant experience includes new construction of administrative/office/communications facilities over $80 million, secure space over $10 million, and essential facilities in moderate to high seismic areas over $80 million, all completed within the past 10 years.
- The RFP will be available on 30 October 2024 and a pre-proposal site visit is scheduled for 11 December 2024.
- The project has an anticipated completion period of 1,323 calendar days.
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A. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS SEE
SHEETS 14GI-M-001 THROUGH 14GI-M-008.
B. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS SEE
SHEETS 14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.
C. DISTRIBUTION SUPPORT ELEVATIONS ARE MEASURED FROM
"FIRST FLOOR" BASE LEVEL, UNLESS OTHERWISE NOTED.
D. DISTRIBUTION SUPPORT LOCATIONS IN (Y,X) ARE MEASURED OFF
OF CLOSEST INTERSECTION OF COLUMN GRIDLINES.
E. LOADS DISPLAYED ON PAGES 14CC-S-731 THROUGH 14CC-S-763
ARE FACTORED FOR ASCE 7-16 ASD LOAD COMBINATIONS.
F. FOR CLARITY, SUPPORT TAGS ON PLAN SHEETS ARE GENERALLY
ABBREVIATED. UNLESS OTHERWISE, THE SITE AND BUILDING
TAG (14CC) MUST BE ADDED TO COMPLETE EACH TAG.
G. CONTRACTOR TO DESIGN AND PROVIDE SUBFRAME FOR
DISTRIBUTION SUPPORTS IN ROOMS 130 AND 135. SEE 14CC-
S-794 FOR DETAILS.
H. SUPPORT STRUT AND ALL COMPONENTS MUST BE STAINLESS
STEEL FOR OUTSIDE AIR DUCT SUPPORTS. CONTACT OF
GALVANIZED AND STAINLESS STEEL COMPONENTS IS NOT
ALLOWED. SEE 14CC-S-714, 14CC-S-715 14CC-S-779, AND 14CC-
S-780 FOR APPLICABLE LOCATIONS.
DS-14CC31XXX
SUPPORT TYPE
SITE & BUILDING
SYSTEM CODE
TAG NUMBER
SYSTEM CODE
03 FUEL OIL SYSTEM
12 POTABLE WATER SYSTEM (PW, DCW, & DHW)
17 BUILDING WASTE SYSTEMS
(SANITARY, OIL WASTE, ROOF DRAINS, ETC.)
31 CHILLED WATER SYSTEMS
33 REFRIGERATION (DX) SYSTEMS
41 AIR SUPPLY, EXHAUST, AND VENTILATION SYSTEMS
52 FIRE PROTECTION SYSTEMS
1 2
C
A
B
1.5 2.3
C.3
B.7
B.3
DS-41009
DS-41008
DS-41039
DS-41038
DS-41040
DS-41042
DS-41044DS-41041
DS-41043
DS-41045
DS-41046 DS-41048
DS-41047
DS-41018
DS-41017
DS-41007
DS-41006
DS-41005
DS-41004
DS-41003
DS-41002
DS-41016
DS-41015
DS-41014
DS-41013
DS-41012
DS-41011
DS-41010
DS-41026
DS-41025
DS-41024
DS-41023
DS-41022
DS-41021
DS-41020
DS-41019
DS-41267
DS-41266
DS-41265
DS-41264
DS-41263
DS-41262
DS-41261
DS-41260
DS-41155
DS-41156
DS-41157
DS-41158
CI-41011
DS-41056
DS-41055
DS-41161
DS-41160
DS-41162
DS-41163 DS-41164
DS-41165
DS-41166
DS-41035
DS-41034
DS-41033
DS-41032
DS-41031
DS-41030
DS-41029
DS-41028
DS-41027
DS-41167
CI-41045
DS-41168
DS-41082
DS-41081
DS-41080
DS-41079
DS-41171
DS-41172
DS-41173
DS-41174
DS-41175
DS-41176
DS-41176A
DS-41177
DS-41178
DS-41085A
DS-41337
DS-41345
DS-41346
DS-41170
DS-41169
DS-41067
DS-41068
DS-41069
DS-41070
DS-41071 DS-41072 DS-41075
DS-41073
DS-41074
DS-41076
DS-41077
DS-41078
24"x24" SA
12"x12" EA
60"x30" SA
60"x30" RA
36"x40" RFA
36"x40" OA 92"x76" SA
16"x20" SA
28"ø SA
DS-41381
DS-41383
DS-41378
DS-41382
DS-41379
DS-41380
DS-41377
DS-41104
DS-41419
DS-41421
CI-41060
CI-41061
DS-41422
CI-41062
DS-41387
CI-41063
DS-41412
DS-41411
DS-41410
DS-41409
DS-41418
DS-41408
DS-41417
DS-41101
DS-41401
DS-41402
DS-41407
DS-41416
DS-41406DS-41405
DS-41415
DS-41404
DS-41413
DS-41414
DS-41403
54"x50" SA 48"x40" RA
DS-41053
DS-41051
DS-41054
DS-41052
DS-41159
CI-41012
DS-41001
DS-41440
DS-41439
DS-41438
DS-41433
DS-41434
DS-41435 DS-41436 DS-41437
DS-41419A
DS-41336
8"ø SA
DS-41066
DS-41063
DS-41064
DS-41065
CI-41065CI-41064
18"x18" SA 18"x18" RA
CI-41072
CI-41069
CI-41066
DS-41442
96"x96" RA
DS-41018A
DS-41026A
DS-41035A
DS-41267A
DIFFUSER SUPPORTED AT
WALL BY CONTRACTOR (TYP)
DS-41053A
DS-41381A
DS-41440A
DS-41441
DS-41381B
DS-41383A
DS-41085
DS-41037A
DS-41037
DS-41086
DS-41085B
DS-41418A
DS-41038A
DS-41450
DS-41451
10"ø EA
10"ø EA
SEE NOTE H
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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 E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
P A
C
IF
IC
M
A K
A L A
P A
H
A W
A
II
AS NOTED
P R
O J E
C T
S
IT
E
C O
M M
A N
D C
E N
T E
R
N A
V F
A C
P A
C
IF
IC
1812861
JC
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
BC
A/E Task Order No. N6274223F0324
A N
D E
R S
E N
A
IR
F O
R C
E B
A S
E
AWK/DMK
KYM
/6 /2
:1 :4
P
M
C R e v it \l o c a l_
\P
C
C
M
S to
.r v t
14CC-S-714
C O
M M
A N
D C
E N
T E
R
F
IR
S T
F
LO
O R
H V
A C
D
IS
T R
IB
U
T
IO
N S
U P
P O
R T
P
LA
N A
R E
A
C
BJB
17323601
CJH THF
G U
A M
C C
-S -7
FINAL DESIGN SUBMITTAL
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
A B
DC
1/8" = 1'-0" 0 8' 16' 24'4'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
PLAN
NORTH
SHEET NAMING CONVENTION
SCALE: 1/8" = 1'-0"
A1
FIRST FLOOR HVAC SUPPORT PLAN - AREA C
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
S
S D
U C
T S
U P
P O
R T
A D
D
N O
V E
M B
E R
ST
ATE OF ALASKA
CODY HARVEY
No. 195339
R
EG
ISTERED PROFESSIONA L E
NGIN
EE
R
49 TH
11/8/2024
11/14/2024
B. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS SEE
SHEETS 14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.
C. DISTRIBUTION SUPPORT ELEVATIONS ARE MEASURED FROM
"FIRST FLOOR" BASE LEVEL, UNLESS OTHERWISE NOTED.
D. DISTRIBUTION SUPPORT LOCATIONS IN (Y,X) ARE MEASURED OFF
OF CLOSEST INTERSECTION OF COLUMN GRIDLINES.
E. LOADS DISPLAYED ON PAGES 14CC-S-731 THROUGH 14CC-S-763
ARE FACTORED FOR ASCE 7-16 ASD LOAD COMBINATIONS.
F. FOR CLARITY, SUPPORT TAGS ON PLAN SHEETS ARE GENERALLY
ABBREVIATED. UNLESS OTHERWISE, THE SITE AND BUILDING
TAG (14CC) MUST BE ADDED TO COMPLETE EACH TAG.
G. CONTRACTOR TO DESIGN AND PROVIDE SUBFRAME FOR
DISTRIBUTION SUPPORTS IN ROOMS 130 AND 135. SEE 14CC-
S-794 FOR DETAILS.
H. SUPPORT STRUT AND ALL COMPONENTS MUST BE STAINLESS
STEEL FOR OUTSIDE AIR DUCT SUPPORTS. CONTACT OF
GALVANIZED AND STAINLESS STEEL COMPONENTS IS NOT
ALLOWED. SEE 14CC-S-714, 14CC-S-715 14CC-S-779, AND 14CC-
S-780 FOR APPLICABLE LOCATIONS.
DS-14CC31XXX
SUPPORT TYPE
SITE & BUILDING
SYSTEM CODE
TAG NUMBER
SYSTEM CODE
03 FUEL OIL SYSTEM
12 POTABLE WATER SYSTEM (PW, DCW, & DHW)
17 BUILDING WASTE SYSTEMS
(SANITARY, OIL WASTE, ROOF DRAINS, ETC.)
31 CHILLED WATER SYSTEMS
33 REFRIGERATION (DX) SYSTEMS
41 AIR SUPPLY, EXHAUST, AND VENTILATION SYSTEMS
52 FIRE PROTECTION SYSTEMS
3 4
C
A
B
2.7 3.3 3.7
C.3
B.7
B.3
DS-41250
DS-41251
DS-41200
DS-41199
CI-41021
CI-41020
DS-41197
DS-41193
DS-41194
DS-41195
DS-41196
CI-41018
CI-41017
DS-41192
DS-41365
DS-41364
DS-41363
DS-41362
DS-41361
DS-41360DS-41359DS-41358DS-41357DS-41356
DS-41355
DS-41259
DS-41258
DS-41257
DS-41256
DS-41255
DS-41254 DS-41253
DS-41252
DS-41086
DS-41087
DS-41088
DS-41089
DS-41090
CI-41019
DS-41338
DS-41339
DS-41347
DS-41340
DS-41348
DS-41179
DS-41180
CI-41015
DS-41341
DS-41342
DS-41344
DS-41343
DS-41351
DS-41344A
DS-41181
DS-41182
DS-41183
DS-41184
DS-41352
DS-41185
DS-41188
DS-41189
DS-41190
DS-41179A
DS-41182A
DS-41349
DS-41350
DS-41191
36"x40" RFA
36"x40" OA
10"ø SA
10"ø SA
14"ø SA
28"x20" SA
DS-41091
CI-41039
CI-41046
10"ø SA
60"ø RA
CI-41043
DS-41354
DS-41376
DS-41198
DS-41249
CI-41022
CI-41042
CI-41041
CI-41013
CI-41014
CI-41016
CI-41059
DS-41105
16"x16" SA
36"x40" OA
40"x36" RFA
8"ø SA
DS-41353A
DS-41432
DS-41431
DS-41430
DS-41388
DS-41036
DS-41420
36"x36" EA
DS-41443
CI-41067
CI-41074
CI-41071
CI-41068
DS-41444
CI-41073
DS-41432A
DIFFUSER SUPPORTED AT
WALL BY CONTRACTOR (TYP)
CI-41082
DS-41090A
DS-41088A
DS-41090B
DS-41178A
DS-41180A
DS-41184A
DS-41186A
DS-41187A
DS-41188A DS-41189A
DS-41186
DS-41187
DS-41191A
SEE NOTE H SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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 E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
P A
C
IF
IC
M
A K
A L A
P A
H
A W
A
II
AS NOTED
P R
O J E
C T
S
IT
E
C O
M M
A N
D C
E N
T E
R
N A
V F
A C
P A
C
IF
IC
1812861
JC
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
BC
A/E Task Order No. N6274223F0324
A N
D E
R S
E N
A
IR
F O
R C
E B
A S
E
AWK/DMK
KYM
/6 /2
:1 :4
P
M
C R e v it \l o c a l_
\P
C
C
M
S to
.r v t
14CC-S-715
C O
M M
A N
D C
E N
T E
R
F
IR
S T
F
LO
O R
H V
A C
D
IS
T R
IB
U
T
IO
N S
U P
P O
R T
P
LA
N A
R E
A
D
BJB
17323602
CJH THF
G U
A M
C C
-S -7
FINAL DESIGN SUBMITTAL
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
A B
DC
1/8" = 1'-0" 0 8' 16' 24'4'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
PLAN
NORTH
SHEET NAMING CONVENTION
SCALE: 1/8" = 1'-0"
A1
FIRST FLOOR HVAC SUPPORT PLAN - AREA D
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
S
S D
U C
T S
U P
P O
R T
A D
D
N O
V E
M B
E R
ST
ATE OF ALASKA
CODY HARVEY
No. 195339
R
EG
ISTERED PROFESSIONA L E
NGIN
EE
R
49 TH
B
C
A
1.5 2.3
C.3
B.7
B.3
DF-43T
DF-43T
DF-13T
DF-13TDF-34
DF-34
DF-12L
DF-12LDF-01 DF-01
DF-01
DF-45TL
DF-45T
DF-45T
DF-45T
DF-45T
DF-34DF-34
DF-34DF-34
DF-34
DF-34
DF-34
DF-34
DF-34
DF-34
DF-34
DF-34
DF-34
DF-34
DF-01
DF-01 DF-12T DF-01
DF-12T DF-12T
DF-01
DF-01
DF-12T
DF-01
DF-01
DF-01
DF-12T
DF-12T
DF-01
DF-01
DF-01
DF-12T
DF-01
DF-01
DF-01
DF-37T
DF-37T
DF-37T
DF-37TL
DF-43T
DF-43T
DF-43T
DF-43T
DF-43T
DF-43T
DF-43T
DF-34
DF-34
DF-34
DF-12T
DF-01
DF-01
DF-01
DF-01
DF-01
DF-12T
DF-12T
DF-12T
DF-12T
DF-12T
DF-01
DF-01
DF-01
DF-12T
DF-01
DF-01
DF-01
DF-13T
DF-01
DF-02
DF-12T DF-12L
DF-02
DF-12T
DF-01
DF-02
DF-37T
DF-48
DF-48
DF-12T
DF-12T
DF-12T
DF-37T
DF-37T
DF-37T
DF-12T
DF-12T
DF-12T
DF-48
DF-01
DF-34
DF-34
DF-34
DF-34DF-34
?DF-34DF-34DF-34DF-34DF-34
DF-48
DF-37T
DF-37T
DF-37T
DF-45T
DF-50DF-50DF-50DF-50DF-50DF-50
DF-21T DF-07 DF-21T
DF-13T
DF-07 DF-07 DF-43T
DF-43T
DF-43T
DF-43L
DF-37T
DF-12T
DF-12T
DF-12T
DF-12T
DF-12T
DF-12T
DF-12T
DF-01
DF-12T
DF-53T
DF-01
DF-12T
DF-34
DF-34
DF-08
DF-26T
DF-08
DF-26TL
DF-08
DF-26T
DF-08
DF-08
DF-34
DF-34
DF-08
DF-08
DF-12T
DF-12T
DF-01
DF-12T
DF-01
M A
T C
H
LI
N E
A
C C
-S -7
80MATCHLINE
A1 / 14CC-S-777
DF-34 DF-34
DF-34
DF-34
DF-08
DF-34
DF-34DF-34DF-34
DF-34
DF-34DF-34DF-34DF-34
DF-34
DF-01
DF-01
DF-01
DF-53T
DF-53T
DF-12T
DF-12T
DF-07
DF-07
DF-07
DF-57
DF-55
DF-55
SEE
NOTE Q
DF-XX[T][L][TL]
SUPPORT FRAME
DETAIL NUMBER
TRANSVERSE BRACE
LONGITUDINAL BRACE
TRANS & LONG BRACE
A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE
SHEETS 14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.
B. FOR STRUT CONNECTION DETAILS, SEE DRAWINGS 14CC-S-795 AND
14CC-S-796. FOR MEP SUPPORT ATTACHMENT POINT DETAILS
(AP), SEE DRAWINGS 14CC-S-797 THROUGH 14CC-S-798.
C. ITEM DESCRIPTIONS AND REQUIRED CAPACITIES ARE INDICATED ON
14CC-S-799.
D. HORIZONTAL STRUT WIDTHS MUST BE USED TO DETERMINE STRUT
SIZE IN "TABLE 1" ON 14CC-S-799.
E. WHERE CAPACITY OF HORIZONTAL STRUT 100 IS EXCEEDED, USE
STRUT 101 UNLESS NOTED OTHERWISE NOTED. SEE SCHEDULES ON
14CC-S-731 THROUGH 14CC-S-763 FOR LOADING AT SUPPORTS.
F. BRACE LENGTH IS MEASURED FROM HINGE TO ATTACHMENT POINT
(AP), AND MUST BE USED TO DETERMINE STRUT SIZE IN "TABLE 2" ON
14CC-S-799.
G. HANGER ROD STIFFENERS ARE REQUIRED WHEN THE UNBRACED
ROD LENGTH EXCEEDS 24 INCHES AND AT ALL LOCATIONS WHERE A
BRACING STRUT IS USED. THE REQUIRED STIFFENER CLIP SPACING
MUST BE PER "TABLE 3" ON 14CC-S-799.
H. THE REQUIRED SEISMIC HINGED FITTING CAPACITIES MUST BE PER
"TABLE 4" ON 14CC-S-799.
J. IF PLAN INDICATES THAT SUPPORT STRUT EXTENDS TO A WALL, THE
MAXIMUM DISTANCE OF 6" FROM HANGER ROD TO EDGE OF
DUCT/TRAY/PIPE MAY BE EXCEEDED.
K. DISTRIBUTION SUPPORTS MUST BE SPACED AS SHOWN ON PLAN
DRAWINGS 14CC-S-766 THROUGH 14CC-S-781. MAXIMUM SPACING OF
SUPPORTS MUST BE 9', UNLESS NOTED OTHERWISE ON DRAWINGS.
L. DISTRIBUTION FRAMES FOLLOW THE BELOW NAMING CONVENTION.
WHERE "T" OR "L" OR "TL" IS IN FRAME CALLOUT ON PLAN SHEETS
14CC-S-766 THROUGH 14CC-S-781, A TRANSVERSE AND/OR
LONGITUDINAL BRACE IS REQUIRED.
M. CONTRACTOR TO DESIGN AND PROVIDE SUBFRAME FOR
DISTRIBUTION SUPPORTS IN ROOMS 130 AND 135. SEE 14CC-S-794
FOR DETAILS.
N. THE REQUIRED CANTILIEVER SUPPORT STRUT CAPACITIES MUST BE
PER "TABLE 6" ON 14CC-S-799.
O. DUCT SUPPORTS USING ITEM 102 MUST ALSO USE AP-02 ON SHEET
14CC-S-797 AND DETAIL C2 ON SHEET 14CC-S-795.
P. SUPPORT STRUT FRAMES WHERE BOTH TRANSVERSE AND
LONGITUDINAL BRACES ARE USED, TRANSVERSE BRACES MUST BE
CONNECTED TO THE SUPPORT STRUT PER DETAIL A2 ON 14CC-
S-795 AND LONGITUDINAL BRACES MUST BE CONNECTED
THROUGH THE HANGER ROD PER DETAIL A1 ON 14CC-S-796.
Q. SUPPORT STRUT AND ALL COMPONENTS MUST BE STAINLESS STEEL
FOR OUTSIDE AIR DUCT SUPPORTS. CONTACT OF GALVANIZED AND
STAINLESS STEEL COMPONENTS IS NOT ALLOWED. SEE 14CC-S-714,
14CC-S-715, 14CC-S-779, AND 14CC-S-780 FOR APPLICABLE
LOCATIONS.
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
A B
DC
3/32" = 1'-0" 0 8' 16' 32'4'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
PLAN
NORTH
SHEET NAMING CONVENTION
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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 E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
P A
C
IF
IC
M
A K
A L A
P A
H
A W
A
II
AS NOTED
P R
O J E
C T
S
IT
E
C O
M M
A N
D C
E N
T E
R
N A
V F
A C
P A
C
IF
IC
1812861
JC
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
BC
A/E Task Order No. N6274223F0324
A N
D E
R S
E N
A
IR
F O
R C
E B
A S
E
AWK/DMK
KYM
/6 /2
:0 :2
P
M
C R e v it \l o c a l_
\P
C C
A
S
S to
.r v t
14CC-S-779
C O
M M
A N
D C
E N
T E
R
F
IR
S T
F
LO
O R
S
U P
P O
R T
F R
A M
IN
G
P
LA
N A
R E
A C
LHT
17323660
CJH JMS
G U
A M
C C
-S -7
FINAL DESIGN SUBMITTAL
SCALE: 3/32" = 1'-0"
A1
FIRST FLOOR - SUPPORT FRAMING PLAN AREA C
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
S
S D
U C
T S
U P
P O
R T
A D
D
N O
V E
M B
E R
ST
ATE OF ALASKA
CODY HARVEY
No. 195339
R
EG
ISTERED PROFESSIONA L E
NGIN
EE
R
49 TH
B
3 4
C
A
2.7 3.3 3.7
C.3
B.7
B.3
DF-43L
DF-43T DF-43T
DF-43T
DF-34
DF-30T
DF-28
DF-28
DF-28 DF-28L
DF-29
DF-28
DF-28
DF-28L
DF-12T
DF-01
DF-37T DF-01
DF-12T
DF-12L
DF-12T
DF-01
DF-37T
DF-37T
DF-37TL
DF-37T
DF-02
DF-12T
DF-12T
DF-01
DF-01
DF-01
DF-12T
DF-28
DF-28
DF-43T
DF-43T
DF-43T
DF-12T
DF-12T
DF-01DF-12L DF-12T DF-01 DF-01 DF-12T DF-01
DF-12T
DF-12T
DF-01
DF-12T
DF-01
DF-12T
DF-01
DF-12T
DF-01
DF-01
DF-54T
DF-08
DF-54T
DF-54TDF-08
DF-08
DF-26TL
DF-08
DF-28 DF-28 DF-28 DF-28 DF-28 DF-28 DF-28 DF-28
DF-12T
DF-37T
DF-01DF-14TDF-14TDF-03DF-14TDF-14T
DF-03
DF-03
DF-03
DF-14T DF-14T
DF-26T
DF-08
DF-08
DF-12T
DF-54T
DF-54T
DF-34
DF-28DF-08
DF-34
DF-34
DF-26T
SEE NOTE M
DF-12T
DF-03
DF-14T
DF-03DF-14T
DF-01
DF-12T
DF-01
DF-12T
DF-12T
DF-12T DF-12T
MATCHLINE
A1 / 14CC-S-778
M A
T C
H
LI
N E
A
C C
-S -7
DF-28
DF-12T
DF-54T
DF-01DF-12T
DF-12L
DF-12T
DF-01
DF-01
DF-54T
DF-54T
DF-12T
DF-14T
DF-01
SEE 14CC-TX506 FOR
EXTERIOR LADDER
TRAY DETAILS
SEE
NOTE Q
DF-XX[T][L][TL]
SUPPORT FRAME
DETAIL NUMBER
TRANSVERSE BRACE
LONGITUDINAL BRACE
TRANS & LONG BRACE
A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE
SHEETS 14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.
B. FOR STRUT CONNECTION DETAILS, SEE DRAWINGS 14CC-S-795 AND
14CC-S-796. FOR MEP SUPPORT ATTACHMENT POINT DETAILS
(AP), SEE DRAWINGS 14CC-S-797 THROUGH 14CC-S-798.
C. ITEM DESCRIPTIONS AND REQUIRED CAPACITIES ARE INDICATED ON
14CC-S-799.
D. HORIZONTAL STRUT WIDTHS MUST BE USED TO DETERMINE STRUT
SIZE IN "TABLE 1" ON 14CC-S-799.
E. WHERE CAPACITY OF HORIZONTAL STRUT 100 IS EXCEEDED, USE
STRUT 101 UNLESS NOTED OTHERWISE NOTED. SEE SCHEDULES ON
14CC-S-731 THROUGH 14CC-S-763 FOR LOADING AT SUPPORTS.
F. BRACE LENGTH IS MEASURED FROM HINGE TO ATTACHMENT POINT
(AP), AND MUST BE USED TO DETERMINE STRUT SIZE IN "TABLE 2" ON
14CC-S-799.
G. HANGER ROD STIFFENERS ARE REQUIRED WHEN THE UNBRACED
ROD LENGTH EXCEEDS 24 INCHES AND AT ALL LOCATIONS WHERE A
BRACING STRUT IS USED. THE REQUIRED STIFFENER CLIP SPACING
MUST BE PER "TABLE 3" ON 14CC-S-799.
H. THE REQUIRED SEISMIC HINGED FITTING CAPACITIES MUST BE PER
"TABLE 4" ON 14CC-S-799.
J. IF PLAN INDICATES THAT SUPPORT STRUT EXTENDS TO A WALL, THE
MAXIMUM DISTANCE OF 6" FROM HANGER ROD TO EDGE OF
DUCT/TRAY/PIPE MAY BE EXCEEDED.
K. DISTRIBUTION SUPPORTS MUST BE SPACED AS SHOWN ON PLAN
DRAWINGS 14CC-S-766 THROUGH 14CC-S-781. MAXIMUM SPACING OF
SUPPORTS MUST BE 9', UNLESS NOTED OTHERWISE ON DRAWINGS.
L. DISTRIBUTION FRAMES FOLLOW THE BELOW NAMING CONVENTION.
WHERE "T" OR "L" OR "TL" IS IN FRAME CALLOUT ON PLAN SHEETS
14CC-S-766 THROUGH 14CC-S-781, A TRANSVERSE AND/OR
LONGITUDINAL BRACE IS REQUIRED.
M. CONTRACTOR TO DESIGN AND PROVIDE SUBFRAME FOR
DISTRIBUTION SUPPORTS IN ROOMS 130 AND 135. SEE 14CC-S-794
FOR DETAILS.
N. THE REQUIRED CANTILIEVER SUPPORT STRUT CAPACITIES MUST BE
PER "TABLE 6" ON 14CC-S-799.
O. DUCT SUPPORTS USING ITEM 102 MUST ALSO USE AP-02 ON SHEET
14CC-S-797 AND DETAIL C2 ON SHEET 14CC-S-795.
P. SUPPORT STRUT FRAMES WHERE BOTH TRANSVERSE AND
LONGITUDINAL BRACES ARE USED, TRANSVERSE BRACES MUST BE
CONNECTED TO THE SUPPORT STRUT PER DETAIL A2 ON 14CC-
S-795 AND LONGITUDINAL BRACES MUST BE CONNECTED
THROUGH THE HANGER ROD PER DETAIL A1 ON 14CC-S-796.
Q. SUPPORT STRUT AND ALL COMPONENTS MUST BE STAINLESS STEEL
FOR OUTSIDE AIR DUCT SUPPORTS. CONTACT OF GALVANIZED AND
STAINLESS STEEL COMPONENTS IS NOT ALLOWED. SEE 14CC-S-714,
14CC-S-715, 14CC-S-779, AND 14CC-S-780 FOR APPLICABLE
LOCATIONS.
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
A B
DC
3/32" = 1'-0" 0 8' 16' 32'4'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
PLAN
NORTH
SHEET NAMING CONVENTION
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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 E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
P A
C
IF
IC
M
A K
A L A
P A
H
A W
A
II
AS NOTED
P R
O J E
C T
S
IT
E
C O
M M
A N
D C
E N
T E
R
N A
V F
A C
P A
C
IF
IC
1812861
JC
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
BC
A/E Task Order No. N6274223F0324
A N
D E
R S
E N
A
IR
F O
R C
E B
A S
E
AWK/DMK
KYM
/6 /2
:0 :2
P
M
C R e v it \l o c a l_
\P
C C
A
S
S to
.r v t
14CC-S-780
C O
M M
A N
D C
E N
T E
R
F
IR
S T
F
LO
O R
S
U P
P O
R T
F R
A M
IN
G
P
LA
N A
R E
A D
LHT
17323661
CJH JMS
G U
A M
C C
-S -7
FINAL DESIGN SUBMITTAL
SCALE: 3/32" = 1'-0"
A1
FIRST FLOOR - SUPPORT FRAMING PLAN AREA D
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
S
S D
U C
T S
U P
P O
R T
A D
D
N O
V E
M B
E R
ST
ATE OF ALASKA
CODY HARVEY
No. 195339
R
EG
ISTERED PROFESSIONA L E
NGIN
EE
R
49 TH
E
C1
14CC-A-301
D
M A
T C
H
LI
N E
A
C C
-A -1
MATCHLINE
A1 / 14CC-A-114
155A
152A
154A 153A
115A
122A
121 122
124A
110A
7'-0 5/8" 32'-1 5/8"
S4
46'-5 1/4"
S4
S4 S4
V1
S4
K1K1
K2
6'-3 1/2"
123A
109A
120A
19'-11 3/8" 11'-10 1/2" 11'-10 1/2"
F5
F5F5 F5
S5
F6
K1
S4
S4
F5 F5
K1 K2
F7
F7
F7
F5 F5F5
4' -2
/4
'-5
/4
4' -2
/4
'-3
1'-9 1/4"
1'-9 1/4"
1'-9 1/4"
S4
S4
S4
F9
A5
A5
S5
1' -4
8"
29'-0" 16'-7 1/2"
111A
S5S5
158A
114A
S5
3' -9
/8
121A
S4
S4
119A
S4
6' -4
/8
'-1
/8
116A
113A
'-1
1/
2"
11'-10 1/2"
14'-2 1/2"
125A
111B
148B
S4
A3
A3
A3
A3
S4
S4
12'-10 1/2" 12'-10 1/2" 10'-10 1/2"16'-4 5/8" 6'-2 1/2" 8'
-7
/8
'-5
/8
14CC-A-402
A1
14CC-A-430
C1
14CC-A-434
A2
SF-112
120A
120B120C
1" / 12"
2'-6 5/8" 3'-3 7/8"
10'-7"
'-2
/2
6'
-2
/4
'-1
3/
4" 8"
A3
A3
S4 A3
S5
S5
S5
S5
S4
S4
120B
A4
8"
8"
8"
8"
A3
14CC-A-411
A2
151A
1'-0" 19'-2"
F6
S3
'-8
/4
F5
K2
A. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS, REFER TO SHEET
14GI-A-001.
B. FOR ALL WALL TYPES, REFER TO SHEET 14CC-A-501 AND 14CC-A-502.
C. FOR INTERIOR FINISHES, REFER TO SHEET 14CC-A-601.
D. DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE OF STUD, FACE
OF PRECAST CONCRETE OR FACE OF EXISTING SURFACES UNLESS
OTHERWISE NOTED.
E. MAINTAIN A MINIMUM CLEAR WIDTH IN THE UNOBSTRUCTED PATH OF 3
FEET.
F. REFER TO STRUCTURAL DRAWINGS FOR PRECAST OPENING LOCATIONS.
SPECIAL USE SPACE BOUNDARY
PRECAST CONCRETE WALL,
REF. STRUCTURAL
NEW METAL STUD WALL,
REF. 14CC-A-501
01. PRECAST PANEL OPENING FOR EQUIPMENT MOVEMENT. REFER TO
STRUCTURAL. INFILL WITH 2-HR RATED WALL ASSEMBLY AFTER ALL
EQUIPMENT HAS BEEN INSTALLED IN ROOM 107.
02. PRECAST PANEL COVERED ENTRANCE, REFER TO STRUCTURAL.
03. CAST-IN-PLACE CONCRETE CANTILEVER STRUCTURAL SLAB EDGE WITH
FLUID APPLIED ELASTOMERIC COATING, REFER TO STRUCTURAL
04. AREA OF REFUGE.
05. OPERABLE PARTITION.
06. CABLE RAILING SYSTEM
07. STAINLESS STEEL DOWNSPOUT WITH STRAPS SPACED AT 5'-0" O.C.
DOWNSPOUT TO BE LOCATED AT PRE-CAST WALL JOINT/PILASTER.
REFER TO SHEETS 14CC-A-521 & 14CC-A-522 FOR DOWNSPOUT SIZING.
08. REMOVABLE RAIL FOR EQUIPMENT ACCESS.
09. SCUPPER / DOWNSPOUT
10. CONCRETE RAMPS BELOW FINISH FLOOR, REFER TO STRUCTURAL
11. ELEVATED CONC INFILL SLAB UNDER RAF, REFER TO STRUCTURAL
12. ANTENNA TOWER CONC SLAB, REFER TO STRUCTURAL
13. VENTED FLOOR TILES, REFER TO MECHANICAL
14. ELEVATED TOPPING CRICKET, REFER TO STRUCTURAL DRAWINGS FOR
SLOPE INFORMATION.
15. SCUPPER OPENING IN CURB WALL. REFER TO STRUCTURAL
SHEET 14CC-S-121 FOR SIZES AND LOCATIONS.
16. VERIFY DIMENSION WITH PARTITION MANUFACTURER.
17. STEEL COLUMNS FOR KNOWLEDGE WALL SUPPORT TO BE ENGINEERED,
SUPPLIED AND INSTALLED BY KNOWLEDGE WALL VENDOR.
18. STAINLESS STEEL LOUVERED FEBR RATED SCREEN WALL. REFER TO
STRUCTURAL.
19. STAINLESS STEEL ROOF ACCESS STAIR WITH STAINLESS STEEL BAR
GRATING ON TREADS AND LANDING. REFER TO STRUCTURAL.
20. DOOR FOR PRELIMINARY AND FUTURE EQUIPMENT INSTALLATION,
NOT FOR EGRESS.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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 E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
P A
C
IF
IC
M
A K
A L A
P A
H
A W
A
II
AS NOTED
P R
O J E
C T
S
IT
E
C O
M M
A N
D C
E N
T E
R
N A
V F
A C
P A
C
IF
IC
1812861
JC
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E Task Order No. N6274223F0324
A N
D E
R S
E N
A
IR
F O
R C
E B
A S
E
KYM
AWK/DMK
KYM
/6 /2
:1 :4
P
M
C R e v it \l o c a l_
\P
C C
A
S e d m o n d s m
.r v t
14CC-A-112
C O
M M
A N
D C
E N
T E
R
F
IR
S T
F
LO
O R
P
LA
N
A R
E A
A
CMA
17323727
JLG MDE
G U
A M
C C
-A -1
FINAL DESIGN SUBMITTAL
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
A B
DC
1/8" = 1'-0" 0 8' 16' 24'4'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
SHEET KEYNOTES
LEGEND
PLAN
NORTH
SHEET NAMING CONVENTION
SCALE: 1/8" = 1'-0"
A1
FIRST FLOOR PLAN - AREA A
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
W
A
LL
T Y
P E
K
A D
D
N O
V E
M B
E R
11.08.2024
UP UP
DN
DN
DN
DN
UP
B
C
147B
MATCHLINE
A1 / 14CC-A-112
M A
T C
H
LI
N E
A
C C
-A -1
148A
142A
142B
A
146 145 144 143 137
146A 143A
137A
146B 145B 144B 143B
141 140
1'-4"
'-3
1'
-3
'-8
/8
8'
-9
/8
1' -4
K1
F5
F5
S4
A3
S5
K2
A5A5
K1
B9 A3 B9 B9
17'-7 1/4" 27'-6 1/2" 27'-6 1/2" 18'-2 3/8"
8"
/2
F7 S4
F5 F5
144A145A
R5
R5
S5S5
R5
ALIGN
147A
14CC-A-432
A1
14CC-A-433
A2
14CC-A-433
A1
F9
159A
B9B9 A3
F5 F5
137B 137C
1'-4" 1'-8" 42'-9 1/4"
150A
14CC-A-437
B1
14CC-A-411
A2
158A 148B
A4
5' -7
4'
-3
/8
8" 7'-0 5/8"
B6
A. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS, REFER TO SHEET
14GI-A-001.
B. FOR ALL WALL TYPES, REFER TO SHEET 14CC-A-501 AND 14CC-A-502.
C. FOR INTERIOR FINISHES, REFER TO SHEET 14CC-A-601.
D. DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE OF STUD, FACE
OF PRECAST CONCRETE OR FACE OF EXISTING SURFACES UNLESS
OTHERWISE NOTED.
E. MAINTAIN A MINIMUM CLEAR WIDTH IN THE UNOBSTRUCTED PATH OF 3
FEET.
F. REFER TO STRUCTURAL DRAWINGS FOR PRECAST OPENING LOCATIONS.
SPECIAL USE SPACE BOUNDARY
PRECAST CONCRETE WALL,
REF. STRUCTURAL
NEW METAL STUD WALL,
REF. 14CC-A-501
01. PRECAST PANEL OPENING FOR EQUIPMENT MOVEMENT. REFER TO
STRUCTURAL. INFILL WITH 2-HR RATED WALL ASSEMBLY AFTER ALL
EQUIPMENT HAS BEEN INSTALLED IN ROOM 107.
02. PRECAST PANEL COVERED ENTRANCE, REFER TO STRUCTURAL.
03. CAST-IN-PLACE CONCRETE CANTILEVER STRUCTURAL SLAB EDGE WITH
FLUID APPLIED ELASTOMERIC COATING, REFER TO STRUCTURAL
04. AREA OF REFUGE.
05. OPERABLE PARTITION.
06. CABLE RAILING SYSTEM
07. STAINLESS STEEL DOWNSPOUT WITH STRAPS SPACED AT 5'-0" O.C.
DOWNSPOUT TO BE LOCATED AT PRE-CAST WALL JOINT/PILASTER.
REFER TO SHEETS 14CC-A-521 & 14CC-A-522 FOR DOWNSPOUT SIZING.
08. REMOVABLE RAIL FOR EQUIPMENT ACCESS.
09. SCUPPER / DOWNSPOUT
10. CONCRETE RAMPS BELOW FINISH FLOOR, REFER TO STRUCTURAL
11. ELEVATED CONC INFILL SLAB UNDER RAF, REFER TO STRUCTURAL
12. ANTENNA TOWER CONC SLAB, REFER TO STRUCTURAL
13. VENTED FLOOR TILES, REFER TO MECHANICAL
14. ELEVATED TOPPING CRICKET, REFER TO STRUCTURAL DRAWINGS FOR
SLOPE INFORMATION.
15. SCUPPER OPENING IN CURB WALL. REFER TO STRUCTURAL
SHEET 14CC-S-121 FOR SIZES AND LOCATIONS.
16. VERIFY DIMENSION WITH PARTITION MANUFACTURER.
17. STEEL COLUMNS FOR KNOWLEDGE WALL SUPPORT TO BE ENGINEERED,
SUPPLIED AND INSTALLED BY KNOWLEDGE WALL VENDOR.
18. STAINLESS STEEL LOUVERED FEBR RATED SCREEN WALL. REFER TO
STRUCTURAL.
19. STAINLESS STEEL ROOF ACCESS STAIR WITH STAINLESS STEEL BAR
GRATING ON TREADS AND LANDING. REFER TO STRUCTURAL.
20. DOOR FOR PRELIMINARY AND FUTURE EQUIPMENT INSTALLATION,
NOT FOR EGRESS.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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 E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
P A
C
IF
IC
M
A K
A L A
P A
H
A W
A
II
AS NOTED
P R
O J E
C T
S
IT
E
C O
M M
A N
D C
E N
T E
R
N A
V F
A C
P A
C
IF
IC
1812861
JC
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E Task Order No. N6274223F0324
A N
D E
R S
E N
A
IR
F O
R C
E B
A S
E
KYM
AWK/DMK
KYM
/6 /2
:1 :4
P
M
C R e v it \l o c a l_
\P
C C
A
S e d m o n d s m
.r v t
14CC-A-114
C O
M M
A N
D C
E N
T E
R
F
IR
S T
F
LO
O R
P
LA
N
A R
E A
C
CMA
17323729
JLG MDE
G U
A M
C C
-A -1
FINAL DESIGN SUBMITTAL
SCALE: 1/8" = 1'-0"
A1
FIRST FLOOR PLAN - AREA C
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
A B
DC
1/8" = 1'-0" 0 8' 16' 24'4'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
SHEET KEYNOTES
LEGEND
PLAN
NORTH
SHEET NAMING CONVENTION
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
W
A
LL
T Y
P E
K
A D
D
N O
V E
M B
E R
FIRST FLOOR
100'-0"
TOC EL
86'-10"
TOC FIRST FLOOR
COMPOSITE SLAB
98'-0"
2 1.5
A1
14CC-A-303
14CC-A-542
B3
14CC-A-521
A3 OH
154153
153A 154A
07 05
09TYP
14CC-A-528
C1
14CC-A-521
A3
14CC-A-541
B2
14CC-A-531
A2
A. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS, REFER TO
SHEET 14GI-A-001.
B. ARCHITECTURAL FINISH FLOOR PLAN ELEVATION (100'-0"). INDICATES
THE TOP OF THE FINISH FLOOR. REFER TO CIVIL DRAWINGS FOR ACTUAL
SITE REFERENCE ELEVATION.
C. SPECIAL USE SPACE BOUNDARY WALLS MUST BE PAINTED FROM
SPECIAL USE SPACE BOUNDARY FLOOR TO SPECIAL USE SPACE
BOUNDARY CEILING OR DECK, COLOR AS SPECIFIED. GYPSUM
BOARD SPECIAL USE SPACE BOUNDARY WALLS MUST BE FINISHED AS
SPECIFIED IN SPECIFICATION 09 29 00 FROM SPECIAL USE SPACE
BOUNDARY FLOOR TO SPECIAL USE SPACE BOUNDARY CEILING OR
DECK.
D. ALL WALL LOCATED ITEMS WITHIN THE SPECIAL USE SPACE SHALL BE
SURFACE MOUNTED INCLUDING ALL ASSOCIATED CONDUIT
CONNECTIONS. ALL ITEMS TO BE MOUNTED WITH APPROVED
FASTENERS/HARDWARE TO MAINTAIN REQUIRED WALL STC VALUE. NO
EQUIPMENT, FURNISHINGS OR INFRASTRUCTURE WILL BE PERMITTED TO
BE RECESSED OR ENCLOSED IN ANY WALL WITHIN THE SPECIAL USE
SPACE.
E. ALL UTILITIES TO BE SURFACE MOUNTED. CONTRACTOR TO VERIFY WITH
ALL OTHER DISCIPLINES THAT EVERYTHING IS SURFACE MOUNTED.
F. ALL INSTALLED SCREWS INTO THE SPECIAL BOUNDARY ARE TO REMAIN.
LEAVE THEM AND INSTALL A NEW SCREW.
G. SCREWS WITHIN SPECIAL BOUNDARY WALLS ARE TO BE AS LIMITED AS
POSSIBLE.
01. CONCRETE FOUNDATION, REFER TO STRUCTURAL
02. PRECAST CONCRETE DOUBLE TEE, REFER TO STRUCTURAL
03. CONCRETE BEAM, REFER TO STRUCTURAL
04. CONCRETE FLOOR SLAB, REFER TO STRUCTURAL
05. RAF PEDESTAL 22"
06. RAF PEDESTAL 52"
07. RAF PANEL
08. SEISMIC ISOLATION SYSTEM (SIS), REFER TO STRUCTURAL
09. MECHANICAL EQUIPMENT, REFER TO MECHANICAL
10. PRECAST CONCRETE WALL, REFER TO STRUCTURAL. ALL EXTERIOR
SURFACES TO HAVE SILICONE ELASTOMERIC COATING.
11. CHASE
12. 2X2 ACT SYSTEM
13. PRECAST CONCRETE SPLASH BLOCK
14. ELEVATED CONCRETE SLAB ON GEOFOAM, REFER TO STRUCTURAL
15. 6" SPRAY FOAM INSULATION (R-39). INSTALL ON PRECAST DOUBLE TEE WEB
FACES AND TOP FLANGE ONLY.
16. CONCRETE TOPPING SLAB ON PRECAST DOUBLE TEES, REF. STRUCTURAL
17. SILICONE ELASTOMERIC ROOF COATING WITH FULL MESH
REINFORCEMENT ON CONCRETE TOPPING
18. ALUMINUM PROFILE OVER EXPANSION JOINT
19. ARCHITECTURAL REVEAL
20. PRECAST CONCRETE GUTTER, REFER TO STRUCTURAL
21. SILICONE ELASTOMERIC ROOF COATING WITH FULL MESH
REINFORCEMENT ON CONCRETE TOPPING THROUGH GUTTER EDGE FASCIA
ENDING AT VERTICAL WALL
22. LINE OF STRUCTURAL PILASTER BEYOND
23. PRECAST CONCRETE ROOF CORNICE WITH SILICONE ELASTOMERIC
COATING ON ALL EXPOSED SURFACES.
24. RAF PEDESTAL 10"
25. CANTILEVERED STRUCTURAL CONCRETE FLOOR SLAB WITH SILICONE
ELASTOMERIC COATING ON ALL EXPOSED SURFACES, REF. STRUCTURAL
26. STAINLESS STEEL DOWNSPOUT WITH STRAPS SPACED AT 5'-0" O.C.
DOWNSPOUT TO BE LOCATED AT PRE-CAST WALL JOINT/PILASTER.
REFER TO SHEETS 14CC-A-521 & 14CC-A-522 FOR DOWNSPOUT SIZING.
27. RF FOIL ADHERED TO RIGID BOARD INSULATION ALONG SECURE BOUNDAY
PERIMETER WALLS.
28. 20 GA METAL SHEET ADHERED TO CONCRETE SLAB WITH TO CREATE
SECURE BOUNDARY.
29. OPENING IN CURB FOR DRAINAGE OF MECHANICAL EQUIPMENT BAY.
REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND DETAILS.
30. MOLDED FIBERGLASS GRATING. 2" THICK WITH 2" x 2" SQUARE MESH.
31. STAINLESS STEEL LOUVERED FEBR RATED SCREEN WALL.
32. TAPERED CONCRETE FOUNDATION WALL WITH SILICONE ELASTOMERIC
COATING ON ALL EXPOSED AREAS. REFER TO STRUCTURAL
33. CONCRETE INFILL ALL THE WAY TO THE TOP OF THE PRECAST TEE
34. 1-HOUR FIRE RATED PRE-COMPRESSED FOAM EXPANSION JOINT SEAL.
35. CAST-IN-PLACE DRIP EDGE. REFER TO STRUCTURAL
36. GYP BD CEILING, REFER TO REFLECTED CEILING PLANS
37. PRECAST CONCRETE CORBEL. REFER TO STRUCTURAL
38. ELECTRICAL LIGHTING. REFER TO ELECTRICAL
39. ACOUSTICAL WALL PANELS
40. STAINLESS STEEL SINGLE PIECE COUNTER FLASHING
41. DUCT PENETRATION AT SECURE USE SPACE FOR DETAILS,
REFER TO MECHANICAL DRAWING 14CC-M-503
42. 20 GAUGE GALVANIZED SHEET METAL TO FORM RF SHIELDING BOUNDARY
43. 2" SEMI-RIGID MINERAL WOOL BOARD INSULATION ON PRECAST DOUBLE TEE
VERTICAL WEB. SEE DETAILS FOR COMPLETE INFORMATION.
44. 2" SEMI-RIGID MINERAL WOOL BOARD INSULATION (R-14)
45. CONCRETE SLAB AT FRONT ENTRY ONLY; REFER TO CIVIL EXTENDS THE
LENGTH OF THE RETAINING WALLS. SLOPES EAST TO WEST FOR DRAINAGE.
46. STEEL COLUMNS AND LATERAL BRACING FOR KNOWLEDGE WALL
SUPPORT TO BE ENGINEERED, SUPPLIED AND INSTALLED BY KNOWLEDGE
WALL VENDOR.
47. KNOWLEDGE WALL TO BE ENGINEERED, SUPPLIED AND INSTALLED BY
KNOWLEDGE WALL VENDOR.
48. 1.5" SPRAY FOAM INSULATION (R-14)
49. STAINLESS STEEL DIAMOND PLATE CATWALK WITH STAINLESS STEEL
GUARDRAILS, REFER TO STRUCTURAL FOR ROOF CONNECTION.
50. CAST-IN-PLACE CONCRETE RETAINING WALL, REFER TO CIVIL
51. HOSE BIB, REFER TO PLUMBING
52. KEEP OUT ZONE FOR SUSPENDED STRUCTURAL GRID SYSTEM (A
DELEGATED STRUCTURAL DESIGN ITEM). ZONE SHALL EXTEND FULL AREA
OF ROOMS 130 AND 135
53. BELOW GRADE WATERPROOFING APPLIED TO ALL EXTERIOR VERTICAL
AND HORIZONTAL SURFACES OF CONCRETE.
54. CHILLED WATER BUFFER PIPE, REFER TO MECHANICAL.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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 E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
P A
C
IF
IC
M
A K
A L A
P A
H
A W
A
II
AS NOTED
P R
O J E
C T
S
IT
E
C O
M M
A N
D C
E N
T E
R
N A
V F
A C
P A
C
IF
IC
1812861
JC
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E Task Order No. N6274223F0324
A N
D E
R S
E N
A
IR
F O
R C
E B
A S
E
KYM
AWK/DMK
KYM
/6 /2
:1 :4
P
M
C R e v it \l o c a l_
\P
C C
A
S e d m o n d s m
.r v t
14CC-A-304
C O
M M
A N
D C
E N
T E
R
S E
C T
IO
N
CMA
17323752
JLG MDE
G U
A M
C C
-A -3
FINAL DESIGN SUBMITTAL
SCALE: 3/16" = 1'-0"
A1
SPECIAL USE SPACE - SECTION
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
3/16" = 1'-0" 0 4' 8' 16'2'
GRAPHIC SCALE(S)
SHEET KEYNOTES
SHEET NAMING CONVENTION
GENERAL SHEET NOTES
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
W
A
LL
T Y
P E
K
A D
D
N O
V E
M B
E R
FIRST FLOOR
100'-0"
9' -0
2'
-0
6"
'-6
14CC-A-528
C1
F5
2' -1
/4
3'
-1
1/ 4"
4' -2
6'
-0
V A
R
IE
S V
A R
IE
S
2' -0
F5
14CC-A-521
A3 O.H.
14CC-A-531
C1
3' -7
1/
T O
T A
L D
IS
P
LA
Y
H
IE
G H
T
'-1
5/
'-0
2'
-0
F10
A. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS, REFER TO
SHEET 14GI-A-001.
B. ARCHITECTURAL FINISH FLOOR PLAN ELEVATION (100'-0"). INDICATES
THE TOP OF THE FINISH FLOOR. REFER TO CIVIL DRAWINGS FOR ACTUAL
SITE REFERENCE ELEVATION.
C. SECURE USE SPACE BOUNDARY FLOOR TO SECURE USE SPACE
BOUNDARY CEILING OR DECK.
01. CONCRETE FOUNDATION, REFER TO STRUCTURAL
02. PRECAST CONCRETE DOUBLE TEE, REFER TO STRUCTURAL
03. CONCRETE BEAM, REFER TO STRUCTURAL
04. CONCRETE FLOOR SLAB, REFER TO STRUCTURAL
05. RAF PEDESTAL 22"
06. RAF PEDESTAL 52"
07. RAF PANEL
08. SEISMIC ISOLATION SYSTEM (SIS), REFER TO STRUCTURAL
09. MECHANICAL EQUIPMENT, REFER TO MECHANICAL
10. PRECAST CONCRETE WALL, REFER TO STRUCTURAL. ALL EXTERIOR
SURFACES TO HAVE SILICONE ELASTOMERIC COATING.
11. CHASE
12. 2X2 ACT SYSTEM
13. PRECAST CONCRETE SPLASH BLOCK
14. ELEVATED CONCRETE SLAB ON GEOFOAM, REFER TO STRUCTURAL
15. 6" SPRAY FOAM INSULATION (R-39). INSTALL ON PRECAST DOUBLE TEE WEB
FACES AND TOP FLANGE ONLY.
16. CONCRETE TOPPING SLAB ON PRECAST DOUBLE TEES, REF. STRUCTURAL
17. SILICONE ELASTOMERIC ROOF COATING WITH FULL MESH
REINFORCEMENT ON CONCRETE TOPPING
18. ALUMINUM PROFILE OVER EXPANSION JOINT
19. ARCHITECTURAL REVEAL
20. PRECAST CONCRETE GUTTER, REFER TO STRUCTURAL
21. SILICONE ELASTOMERIC ROOF COATING WITH FULL MESH
REINFORCEMENT ON CONCRETE TOPPING THROUGH GUTTER EDGE FASCIA
ENDING AT VERTICAL WALL
22. LINE OF STRUCTURAL PILASTER BEYOND
23. PRECAST CONCRETE ROOF CORNICE WITH SILICONE ELASTOMERIC
COATING ON ALL EXPOSED SURFACES.
24. RAF PEDESTAL 10"
25. CANTILEVERED STRUCTURAL CONCRETE FLOOR SLAB WITH SILICONE
ELASTOMERIC COATING ON ALL EXPOSED SURFACES, REF. STRUCTURAL
26. STAINLESS STEEL DOWNSPOUT WITH STRAPS SPACED AT 5'-0" O.C.
DOWNSPOUT TO BE LOCATED AT PRE-CAST WALL JOINT/PILASTER.
REFER TO SHEETS 14CC-A-521 & 14CC-A-522 FOR DOWNSPOUT SIZING.
27. RF FOIL ADHERED TO RIGID BOARD INSULATION ALONG SECURE BOUNDAY
PERIMETER WALLS.
28. 20 GA METAL SHEET ADHERED TO CONCRETE SLAB WITH TO CREATE
SECURE BOUNDARY.
29. OPENING IN CURB FOR DRAINAGE OF MECHANICAL EQUIPMENT BAY.
REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND DETAILS.
30. MOLDED FIBERGLASS GRATING. 2" THICK WITH 2" x 2" SQUARE MESH.
31. STAINLESS STEEL LOUVERED FEBR RATED SCREEN WALL.
32. TAPERED CONCRETE FOUNDATION WALL WITH SILICONE ELASTOMERIC
COATING ON ALL EXPOSED AREAS. REFER TO STRUCTURAL
33. CONCRETE INFILL ALL THE WAY TO THE TOP OF THE PRECAST TEE
34. 1-HOUR FIRE RATED PRE-COMPRESSED FOAM EXPANSION JOINT SEAL.
35. CAST-IN-PLACE DRIP EDGE. REFER TO STRUCTURAL
36. GYP BD CEILING, REFER TO REFLECTED CEILING PLANS
37. PRECAST CONCRETE CORBEL. REFER TO STRUCTURAL
38. ELECTRICAL LIGHTING. REFER TO ELECTRICAL
39. ACOUSTICAL WALL PANELS
40. STAINLESS STEEL SINGLE PIECE COUNTER FLASHING
41. DUCT PENETRATION AT SECURE USE SPACE FOR DETAILS,
REFER TO MECHANICAL DRAWING 14CC-M-503
42. 20 GAUGE GALVANIZED SHEET METAL TO FORM RF SHIELDING BOUNDARY
43. 2" SEMI-RIGID MINERAL WOOL BOARD INSULATION ON PRECAST DOUBLE TEE
VERTICAL WEB. SEE DETAILS FOR COMPLETE INFORMATION.
44. 2" SEMI-RIGID MINERAL WOOL BOARD INSULATION (R-14)
45. CONCRETE SLAB AT FRONT ENTRY ONLY; REFER TO CIVIL EXTENDS THE
LENGTH OF THE RETAINING WALLS. SLOPES EAST TO WEST FOR DRAINAGE.
46. STEEL COLUMNS AND LATERAL BRACING FOR KNOWLEDGE WALL
SUPPORT TO BE ENGINEERED, SUPPLIED AND INSTALLED BY KNOWLEDGE
WALL VENDOR.
47. KNOWLEDGE WALL TO BE ENGINEERED, SUPPLIED AND INSTALLED BY
KNOWLEDGE WALL VENDOR.
48. 1.5" SPRAY FOAM INSULATION (R-14)
49. STAINLESS STEEL DIAMOND PLATE CATWALK WITH STAINLESS STEEL
GUARDRAILS, REFER TO STRUCTURAL FOR ROOF CONNECTION.
50. CAST-IN-PLACE CONCRETE RETAINING WALL, REFER TO CIVIL
51. HOSE BIB, REFER TO PLUMBING
52. KEEP OUT ZONE FOR SUSPENDED STRUCTURAL GRID SYSTEM (A
DELEGATED STRUCTURAL DESIGN ITEM). ZONE SHALL EXTEND FULL AREA
OF ROOMS 130 AND 135
53. BELOW GRADE WATERPROOFING APPLIED TO ALL EXTERIOR VERTICAL
AND HORIZONTAL SURFACES OF CONCRETE.
54. CHILLED WATER BUFFER PIPE, REFER TO MECHANICAL.
FLOOR TIER 2
102'-6"
TOC EL
86'-10"
TOC FIRST FLOOR
COMPOSITE SLAB
98'-0"
TOC HIGH ROOF @
GRID D
136'-3"
F5
152 141
14CC-A-542
B3
14CC-A-528
C1
14CC-A-521
A3
K2
14CC-A-531
C1
F5
1 SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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 E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
P A
C
IF
IC
M
A K
A L A
P A
H
A W
A
II
AS NOTED
P R
O J E
C T
S
IT
E
C O
M M
A N
D C
E N
T E
R
N A
V F
A C
P A
C
IF
IC
1812861
JC
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E Task Order No. N6274223F0324
A N
D E
R S
E N
A
IR
F O
R C
E B
A S
E
KYM
AWK/DMK
KYM
/6 /2
:1 :4
P
M
C R e v it \l o c a l_
\P
C C
A
S e d m o n d s m
.r v t
14CC-A-315
C O
M M
A N
D C
E N
T E
R
W A
LL
S
E C
T
IO
N S
CMA
17323757
JLG MDE
G U
A M
C C
-A -3
FINAL DESIGN SUBMITTAL
SCALE: 1/4" = 1'-0"
A1
WALL SECTION
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
3/8" = 1'-0" 0 2' 4' 8'1'
1/4" = 1'-0" 0 4' 8' 12'2'
GRAPHIC SCALE(S)
SHEET KEYNOTES
SHEET NAMING CONVENTION
SCALE: 3/8" = 1'-0"
A2
WALL SECTION
GENERAL SHEET NOTES
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
W
A
LL
T Y
P E
K
A D
D
N O
V E
M B
E R
LOC
ASP
C A
C P
TP TP
A1
14CC-A-303
A1
14CC-A-304
154 153
150158 148
K2
K1
K1
S5
S5
S5
K1 R5
R5
R5
K1
K2
S5
S5
S5 S5
'-5
/4
27'-10 7/8" 9'-2 1/4" 22'-4 7/8"
'-2
'-2
/2
148B158A
148A
152A
153A154A
155A
29'-5 1/16" 30'-0 15/16"
23'-2" 12'-6 5/8" 23'-9 3/8"
14CC-A-413
A1
A3
C1
C3 14CC-A-414
A1
A3C3
C1
14CC-A-420 A2
14CC-A-415
A3
14CC-A-416
A1
14CC-A-418
14CC-A-418
14CC-A-412
C1
A2
A1
C1 A2
A3
C3
C1
A1
S5
151A
'-2
/2
'-6
/2
'-3
/4
S5
S5
150A
14CC-A-417
A1
A2
C1
C3
A1
A3C3
A1
14CC-A-411
14CC-A-541
C1 14CC-A-541
B1
V1
14CC-A-541
A1
14CC-A-541
C3
14CC-A-541
A1
14CC-A-541
B1
14CC-A-541
C1
4' -1
5/
8"
14CC-A-419 A2A3
K1
14CC-A-412
C1
'-7
/2
A1
14CC-A-412
A1
14CC-A-419
C1
C2C3
14CC-A-420
A3
C2C3
A1
K2
K2
A. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS, REFER TO
SHEET 14GI-A-001.
B. ARCHITECTURAL FINISH FLOOR PLAN ELEVATION (100'-0"). INDICATES
THE TOP OF THE FINISH FLOOR. REFER TO CIVIL DRAWINGS FOR ACTUAL
SITE REFERENCE ELEVATION.
C. SPECIAL USE SPACE BOUNDARY WALLS MUST BE PAINTED FROM
SPECIAL USE SPACE BOUNDARY FLOOR TO SPECIAL USE SPACE
BOUNDARY CEILING OR DECK, COLOR AS SPECIFIED. GYPSUM
BOARD SPECIAL USE SPACE BOUNDARY WALLS MUST BE FINISHED AS
SPECIFIED IN SPECIFICATION 09 29 00 FROM SPECIAL USE SPACE
BOUNDARY FLOOR TO SPECIAL USE SPACE BOUNDARY CEILING OR
DECK.
D. ALL WALL LOCATED ITEMS WITHIN THE SPECIAL USE SPACE SHALL BE
SURFACE MOUNTED INCLUDING ALL ASSOCIATED CONDUIT
CONNECTIONS. ALL ITEMS TO BE MOUNTED WITH APPROVED
FASTENERS/HARDWARE TO MAINTAIN REQUIRED WALL STC VALUE. NO
EQUIPMENT, FURNISHINGS OR INFRASTRUCTURE WILL BE PERMITTED TO
BE RECESSED OR ENCLOSED IN ANY WALL WITHIN THE SPECIAL USE
SPACE.
E. ALL UTILITIES TO BE SURFACE MOUNTED. CONTRACTOR TO VERIFY WITH
ALL OTHER DISCIPLINES THAT EVERYTHING IS SURFACE MOUNTED.
F. ALL INSTALLED SCREWS INTO THE SPECIAL BOUNDARY ARE TO REMAIN.
LEAVE THEM AND INSTALL A NEW SCREW.
G. SCREWS WITHIN SPECIAL BOUNDARY WALLS ARE TO BE AS LIMITED AS
POSSIBLE.
FIRST FLOOR
100'-0"
C
TOC FIRST FLOOR
COMPOSITE SLAB
98'-0"
TOC LOW ROOF AT
GRID C
125'-9 3/4"
14CC-A-541
B2
9' -0
2'
-0
14CC-A-542
A3
R5
14CC-A-541
A3
14CC-A-541
A2
SIM.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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 E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
P A
C
IF
IC
M
A K
A L A
P A
H
A W
A
II
AS NOTED
P R
O J E
C T
S
IT
E
C O
M M
A N
D C
E N
T E
R
N A
V F
A C
P A
C
IF
IC
1812861
JC
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E Task Order No. N6274223F0324
A N
D E
R S
E N
A
IR
F O
R C
E B
A S
E
KYM
AWK/DMK
KYM
/6 /2
:1 :5
P
M
C R e v it \l o c a l_
\P
C C
A
S e d m o n d s m
.r v t
14CC-A-411
C O
M M
A N
D C
E N
T E
R
E N
LA
R
G E
D P
LA
N
CMA
17323765
JLG MDE
G U
A M
C C
-A -4
FINAL DESIGN SUBMITTAL
SCALE: 3/16" = 1'-0"
A2
ENLARGED FLOOR PLAN
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE NUMBERS
SITE #
SITE 01
SITE 02
SITE 14
BUILDING ID
AC - ACCESS CONTROL POINT
CC - COMMAND CENTER
FP - FIRE PUMP BUILDING
GI - GENERAL
PP - POWER PLANT
SF - SECURITY FORCE
ST - SITE
1/2" = 1'-0" 0 2' 4' 6'1'
3/16" = 1'-0" 0 4' 8' 16'2'
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
SHEET KEYNOTES
SHEET NAMING CONVENTION
SCALE: 1/2" = 1'-0"
A1
RECESSED ENTRANCE CEILING SECTION
01. CLEAN AGENT CANNISTERS, REFER TO FIRE PROTECTION DRAWINGS
02. CLEAN AGENT CONTROL PANEL, REFER TO FIRE PROTECTION
DRAWINGS
03. FIRE ALARM CONTROL PANEL, REFER TO FIRE PROTECTION
DRAWINGS
04. SPECIAL USE SPACE BOUNDARY
TYP
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
W
A
LL
T Y
P E
K
A D
D
N O
V E
M B
E R
UNDERSIDE OF
STRUCTURE ABOVE
CEILING, WHERE SCHEDULED
(1) LAYER 5/8" GYP BD EACH SIDE
MTL STUD @ 16" OC
FINISH FLOOR AS SCHEDULED
HEAD
PLAN
BASE
DEFLECTION TRACK W/ 1/2"
COMPRESSION OR EXTENSION.
SECURED TO FLR OR ROOF DECK
WALL BASE AS SCHEDULED
SPRAY FOAM INSULATION
THERMAL BATT INSULATION
HEAD
PLAN
BASE
CEILING, WHERE SCHEDULED
(1) LAYER 5/8" TYPE "X" GYPSUM
BOARD EACH SIDE @ B7, B8,
(2) LAYERS EACH SIDE @ B9
MTL STUD @ 16" OC
FINISH FLOOR AS SCHEDULED
FIRE RATED SEALANT
BOTH SIDES
WALL BASE AS SCHEDULED
THERMAL BATT INSULATION
UNDERSIDE OF STRUCTURE ABOVE
SEMI-RIGID FIRE SAFING INSUL TO FIT AGAINST
STRUCTURE ABOVE TO PROVIDE FIRE/ACOUSTICAL
RATED SYSTEM WHERE SCHED.
SEAL ALL PERIM EDGES, BOTH SIDES OF WALL W/
ACOUSTICAL AND/OR FIRE RATED SEALANT
DEFLECTION TRACK W/ 100% COMPRESSION OR
EXTENSION - 1/2 JOINT. SECURED TO UNDERSIDE OF
STRUCTURE ABOVE (HEAD WALL DETAIL HW-D-0119)
SPRAY FOAM INSULATION
CEILING, WHERE SCHED
(1) LAYER 5/8" GYP BD @ WALL
TYPES F5, F6, F8, F9 AND F10
(2) LAYERS OF 5/8" GYP BD @
WALL TYPE F7
METAL STUDS @ 16" OC
TOP ON CONCRETE SLAB
HEAD
PLAN
BASE
RAF, WHERE SCHEDULED
EXTEND GYPSUM BOARD
6" BOVE CEILING
WALL BASE AS SCHEDULED
ACOUSTICAL SEALANT AT TOP
AND BOTTOM OF WALL
6"
1 1/2" SPRAY FOAM
INSULATION AS SCHEDULED
EXTEND INSULATION FULL
HEIGHT ON EXTERIOR WALLS
CEILING, WHERE SCHEDULED
(1) LAYER 5/8" GYP BD ON EACH SIDE
AT WALL TYPE S4
METAL STUDS @ 16" OC
FINISH FLOOR
FILL STUD CAVITY W/ ACOUSTICAL
INSULATION PER SCHEDULE
HEAD
PLAN
BASE
(1) LAYER 5/8" GYP BD ON ONE SIDE
(2) LAYERS 5/8" GYP BD ON ONE SIDE
AT WALL TYPE S5
UNDERSIDE OF STRUCTURE ABOVE
SEMI-RIGID FIRE SAFING INSUL TO FIT AGAINST
STRUCTURE ABOVE TO PROVIDE FIRE/ACOUSTICAL
RATED SYSTEM WHERE SCHEDULED.
SEAL ALL PERIMETER EDGES,
BOTH SIDES OF WALL W/ ACOUSTICAL
AND/OR FIRE RATED SEALANT
DEFLECTION TRACK W/ 100% COMPRESSION
OR EXTENSION - 1/2 JOINT. SECURED TO
UNDERSIDE OF STRUCTURE ABOVE
(HEAD WALL DETAIL HW-D-0119)
WALL BASE AS SCHEDULED
AT ACOUSTICAL WALLS SET BOTTOM TRACK
IN FULL BED OF ACOUSTICAL SEALANT
RAF FLOOR AS SCHEDULED
SPRAY FOAM INSULATION
CEILING,
WHERE SCHEDULED
(1) LAYER 5/8" TYPE "X" GYP BD
ON BOTH SIDES
(2) 3 5/8" METAL STUDS @ 16" OC
TOP OF CONCRETE SLAB
FINISH FLOOR
FILL STUD CAVITY W/ ACOUSTICAL
INSULATION PER SCHEDULE
HEAD
PLAN
BASE
CONTROLLED SIDE UNCONTROLLED SIDE
RF FOIL PLACED BETWEEN
GYPSUM BOARD PANELS
WALL TYPE R NOTES:
1. WALL SHALL MEET THE SOUND GROUP 4 REQUIREMENTS IN IC-TECH SPEC ICD/ICS 705 AND FIELD TEST RESULTS SHALL BE NIC 45 OR BETTER WHEN TESTED IN ACCORDANCE W/ ASTM E336.
2. GYPSUM BOARD SEAMS TO BE STAGGERED, IF MORE THAN ONE LAYER OF GYPSUM BOARD IS
INSTALLED ON A SINGLE SIDE.
3. INSULATION BATTS TO BE SECURED TO METAL STUDS.
4. ALL SPECIAL USE SPACE PERIMETER STUD FRAMING SHALL BE 16 GAUGE AND 16" OC MAXIMUM
WALL BASE AS SCHEDULED
SEE GENERAL NOTE L
FOR RF SHIELDING
INSTRUCTIONS
AT ACOUSTICAL WALLS
SET BOTTOM TRACK IN FULL BED
OF ACOUSTICAL SEALANT
(1) LAYER 5/8" TYPE "X" GYP BD
ON BOTH SIDES
FILL STUD CAVITY
W/ ACOUSTICAL INSULATION
PER SCHEDULE, TYPICAL
RF FOIL PLACED BETWEEN
GYPSUM BOARD PANELS
(2) LAYERS 5/8" TYPE "X"
GYPSUM BOARD
(2) LAYERS 5/8" TYPE "X"
GYPSUM BOARD PANELS
HEAD
PLAN
BASE
SCHEDULED CEILING WHERE OCCURS
3 5/8" 16 GAUGE COLD FORMED METAL STUD WALL
FRAMING @ 16" OC, TYPICAL ALL WALL FRAMING
THAT FORMS THE SPECIAL USE SPACE PERIMETER
RAISED ACCESS FLOORING
ONE LAYER 5/8" GWB
PRECAST CONCRETE WALL,
REFER TO STRUCTURAL
RF FOIL FULLY ADHERED TO INSULATION
BOARD. EXTEND TO CONCRETE SLAB
SEE GENERAL NOTE L
FOR RF SHIELDING INSTRUCTIONS
BASE AS SCHEDULED
ENTIRE WALL ASSEMBLY FINISHED AND
PAINTED FROM TRUE FLOOR TO
TRUE CEILING ON EXPOSED SIDE
1" POLYISO BOARD INSULATION ADHERED
TO PRECAST CONCRETE WALL PANEL
WALL TYPE R NOTES:
1. GYPSUM BOARD SEAMS TO BE STAGGERED, IF MORE THAN ONE LAYER OF GYPSUM BOARD IS
INSTALLED ON A SINGLE SIDE.
2. ALL SPECIAL USE SPACE PERIMETER STUD FRAMING SHALL BE 16 GAUGE AND 16" OC MAXIMUM.
3. ALL INTERIOR WALLS SHALL EXTEND TO THE RF FOIL PLANE TO MAINTAIN REQUIRED STC WALL
RATINGS.
REFER TO DETAIL B3/14CC-A-542 FOR
RF SHIELDING WALL TO DOUBLE TEE
TRANSITION AT CONCRETE CORBEL
ON EXTERIOR WALL ONLY: 1 1/2" SPRAY FOAM
INSULATION EXTENDED TO ROOF ABOVE
CONTINUOUS ACOUSTIC BATT INSULATION
IN SOFFIT FRAMING
COLD FORMED "Z" CHANNEL FRAMING @ 48" OC
VERTICALLY FOR METAL STUD CONNECTION
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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 E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
P A
C
IF
IC
M
A K
A L A
P A
H
A W
A
II
AS NOTED
P R
O J E
C T
S
IT
E
C O
M M
A N
D C
E N
T E
R
N A
V F
A C
P A
C
IF
IC
1812861
JC
Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813
A/E Task Order No. N6274223F0324
A N
D E
R S
E N
A
IR
F O
R C
E B
A S
E
KYM
AWK/DMK
KYM
/6 /2
:1 :5
P
M
C R e v it \l o c a l_
\P
C C
A
S e d m o n d s m
.r v t
14CC-A-501
C O
M M
A N
D C
E N
T E
R
A R
C H
P A
R T
IT
IO
N T
Y P
E S
CMA
17323788
JLG MDE
G U
A M
C C
-A -5
FINAL DESIGN SUBMITTAL
SCALE: 1 1/2" = 1'-0"
C1
WALL DETAIL - TYPE A - FULL HEIGHT WALLS
SCALE: 1 1/2" = 1'-0"
C2
WALL DETAIL - TYPE B - FIRE RATED WALLS
SCALE: 1 1/2" = 1'-0"
C3
WALL DETAIL - TYPE F - FURRED WALLS
SCALE: 1 1/2" = 1'-0"
A2
WALL DETAIL - TYPE S - STC RATED WALLS
WALL TYPE WALL WIDTH STUD WIDTH
INSULATION
THICKNESS NOTES
A2 7 1/4" 6" -
A3 9 1/4" 8" -
A4 9 1/4" 8" - REFER TO SHEET NOTE M.
A5 8 5/8" 8" - PARTIAL HEIGHT WALL, GYPSUM
BOARD ON VISIBLE SIDE ONLY
WALL
TYPE
WALL
WIDTH
STUD
WIDTH
FIRE
RATING
UL
ASSEMBLY # STC NOTE
B6 10 1/2" 8" 2 HR UL U419 - REFER TO SHEET NOTE M.
B7 9 1/4" 8" 1 HR UL U419 -
B8 9 1/4" 8" 1 HR UL U419 50 ADD 8" ACOUSTICAL
INSULATION
B9 10 1/2" 8" 2 HR UL U419 50 ADD 8" ACOUSTICAL
INSULATION
WALL TYPE WALL WIDTH STUD WIDTH
INSULATION
THICKNESS NOTE
F5 2 1/8" 1 1/2" 1 1/2" REFER TO SHEET NOTE
F6 2 1/8" 1 1/2" 1 1/2" REFER TO SHEET NOTE M.
F7 9 1/4" 8" -
F8 8 5/8" 8" - REFER TO SHEET NOTE M.
F9 4 1/4" 3 5/8" - REFER TO SHEET NOTE M.
F10 6 5/8" 6" -
WALL
TYPE
WALL
WIDTH
STUD
WIDTH STC
INSULATION
THICKNESS NOTE
S3 9 1/4" 8" 50 8" REFER TO SHEET NOTE M.
S4 9 1/4" 8" 50 8"
S5 9 7/8" 8" 50 8" WITHIN SPECIAL USE SPACE ONLY
A. FOR WALL FINISH, BASE AND CEILING TYPE, REFER TO ROOM FINISH
SCHEDULE 14CC-A-602.
B. PROVIDE CONTINUOUS FIRE RATED, ACOUSTICAL RATED SEALANT OR
COMBINATION OF BOTH AROUND THE WALL PERIMETERS, SEAMS AND
AT ALL PENETRATIONS IN SOUND AND FIRE RATED PARTITIONS (I.E. AT
ELECTRICAL BOXES, DUCTS, PIPES & TOILET ACCESSORIES).
C. PROVIDE FIRE RETARDANT WOOD BLOCKING OR STEEL STRAPPING
FOR ALL HANDRAILS, WALL HUNG FIXTURES, EQUIPMENT, WALL
MOUNTED ARCHITECTURAL WOODWORK, FINISH CARPENTRY,
FURNITURE, ACCESSORIES, DOOR BUMPERS, TOILET PARTITIONS, AND
ANYWHERE CALLED FOR IN SPECIFICATIONS.
D. WHERE UL NUMBERS ARE SHOWN, A SIMILAR PRODUCT AND
ASSEMBLY MAY BE SUBSTITUTED WITH EQUIVALENT PROPERTIES AND
TESTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
E. ALL FIRE AND SMOKE RATED PARTITIONS MUST BE LABELED, IN
ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES
WITH A MINIMUM 3” HIGH MINIMUM STENCILED LETTERS WITH A
MINIMUM 3/8" STROKE IN CONTRASTING COLOR TO THE WALL-BD
EVERY 30 FEET MAXIMUM ON CENTER AND WITHIN 15 FEET OF THE END
OF THE WALL WITH THE FOLLOWING WORDING “FIRE AND/OR SMOKE
BARRIER- PROTECT ALL OPENINGS” VISIBLE FROM ANYWHERE ABOVE
THE CEILING AS REQUIRED BY IBC 703.7.
F. PROVIDE VERTICAL AND HORIZONTAL CONTROL JOINTS IN GYPSUM
BOARD SURFACES AT 30'-0" OC MAXIMUM, UNLESS NOTED OTHERWISE.
LOCATE CONTROL JOINTS AT TOP CORNERS OF DOORS OR OPENINGS
TO THE GREATEST EXTENT POSSIBLE.
G. IF GYPSUM BOARD IS ONE SIDE ONLY, PROVIDE HORIZONTAL BRIDGING
AT 5'-0" OC VERTICALLY.
H. CONTRACTOR IS RESPONSIBLE FOR USING THE MINIMUM SIZE,
GAUGE AND SPACING REQUIRED FOR ALL LIGHT GAUGE FRAMING.
NOTIFY THE ARCHITECT WHERE DISCREPANCIES OCCUR. HEIGHT
LIMITATIONS ARE BASED UPON 5 PSF SURFACE LOAD, L/240
DEFLECTION LIMIT, AND UNBRACED LENGTHS, UNLESS NOTED
OTHERWISE. WALLS WITH BRITTLE OR VENEER ASSEMBLIES MUST BE
L/360 DEFLECTION LIMIT.
I. PROVIDE MINIMUM 20 GAUGE DOUBLE STUD FRAMING AT DOOR AND
OPENING JAMBS MUST CONTINUE TO UNDERSIDE OF DECK ABOVE OR
TOP OF PARTITION, UNLESS NOTED OTHERWISE. WHERE SPECIALTY
DOORS ARE INSTALLED, CONTRACTOR MUST CONSULT THE
MANUFACTURE FOR ATTACHMENT DETAILS.
J. CONTRACTOR MUST PROVIDE CEMENTITIOUS BACKER UNITS OR
GLASS MAT WATER-RESISTANT GYPSUM TILE BACKING BOARD IN
SHOWER LOCATIONS. FIBER-REINFORCED WATER-RESISTANT GYPSUM
BACKING BOARD MUST BE USED IN ALL OTHER LOCATIONS WHERE
TILE IS SCHEDULED. WALLS IN TOILET ROOMS, BEHIND WATER
FOUNTAINS AND AROUND CABINETRY THAT CONTAIN SINKS WHERE
TILE IS NOT SCHEDULED MUST RECEIVE MOLD RESISTANT/ANTI-
MICROBIAL GYPSUM BOARD. CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING THE FIRE AND SOUND RATING AS INDICATED ON THE
DRAWINGS FOR WALLS THAT REQUIRE SPECIALTY GYPSUM BOARD
PRODUCTS.
K. FOR WALL TYPES "K" AND "R", WHERE LISTED AS PER IC TECH SPEC
ICD/ICS 705, THE CONTRACTOR MUST FOLLOW THE INSTALLATION
DESIGN GUIDELINES PER IC TECH SPEC FOR ICD/ICS 705. CONTRACTOR
MUST ALSO FASTEN ACOUSTICAL INSULATION TO STUDS TO AVOID
SLIPPING AND ENSURE ALL STUD CAVITIES INCLUDING HEADERS AND
JAMBS ARE FILLED WITH ACOUSTICAL INSULATION.
L. 20 GAGE SHEET METAL RF BOUNDARY ON CONCRETE SLAB OVERLAP
ALL PANELS 6" FULLY ATTACHED TO CONCRETE SLAB WITH
NON-ORGANIC MOLD RESISTANT ADHESIVE PROVIDE 3" WIDE DOUBLE
SIDED ELECTRICALLY CONDUCTIVE TAPE BETWEEN LAYERS AT
OVERLAPS. PROVIDE 6" WIDE SINGLE SIDED ELECTRICALLY
CONDUCTIVE TAPE AT PANEL TO PANEL TRANSITIONS.
M. MOLD AND MOISTURE RESISTANT GYPSUM BOARD ON VESTIBULE SIDE
OF THE PARTITION. ROOM NUMBERS: 101, 120B, AND 147.
N. 1 1/2" SPRAY FOAM INSULATION ONLY AT F5 WALLS ON EXTERIOR
CONCRETE WALLS. F5 WALLS ON INTERIOR CONCRETE DO NOT
REQUIRE INSULATION.
O. ON FIRE RATED WALL TYPE K2 BETWEEN SPECIAL USE SPACE AND
ROOM 141: 1" RIGID MINERAL WOOL BOARD WITH GLASS MAT FACER
ADHERED TO PRECAST WALL PANELS IN LIEU OF 1" POLYISO BOARD
INSULATION ADHERED TO PRECAST CONCRETE WALL PANEL. ORIENT
GLASS MAT FACER SIDE INTO SPECIAL USE SPACE TO ADHERE RF FOIL
TO PRIOR TO MECHANICALLY FASTENING WALL STUDS TO Z FURRING.
14CC-A-101
SITE #
BUILDING ID DISCIPLINE
CONSECUTIVE…
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