Am-0007 Attachment 1_Revised Drawings dtd 13 Dec 2024.pdf

30'

CLEAR ZONE

30'

CLEAR ZONE

COMMAND

CENTER

POWER PLANT

EQUIPMENT YARD

H H

CONCRETE

OVERHANG

CONCRETE

STAIRS

CONCRETE

OVERHANG

AC

C

ES

S

R O

AD

S

CONCRETE

STAIRS

D CB

D

CB

WIND WALL

SEE STRUCTURAL

SHEETS FOR DETAILS

TRANSFORMER

PAD

POWER PLANT

STORM DRAIN

CURB INLET (TYP) STORM DRAIN

MANHOLE (TYP)

STORM DRAIN

CATCH BASIN (TYP)

DETENTION BASIN

WIND WALL

RESTRICTED AREA

BOUNDARY FENCE

WITH CABLE

REINFORCEMENT

A1

14ST-C-513

ASPHALT

PAVEMENT

A1

14ST-C-505

ASPHALT

PAVEMENT

A1

14ST-C-505

S-122

S-143

S-144

S-156

S-175

S-176

S-177

S-178

S-179

S-180

R-210

21'-0"

ELECTRICAL

MANHOLE (TYP)

ELECTRICAL

MANHOLE (TYP)

CURB AND GUTTERB3

14ST-C-505

CONCRETE

DRIVEWAY. 6"

CONCRETE W/

6"X6" SQUARE

GALVANIZED

STEEL WELDED

WIRE FABRIC AND

6" AGGREGATE

BASE

ASPHALT

PAVEMENT

A1

14ST-C-505

SECURITY FENCE (FE-5)

W/O BARB WIRE

A1

14ST-C-506 TRANSITIONB4

14ST-C-505 CURB

SANITARY SEWER

MANHOLE (TYP)

FIRE HYDRANT

(TYP)

+0

+0

15+00

16+00

17+00

C O

TRANSITIONB4

14ST-C-505 CURB

CONCRETE

PAVEMENT

C1

14ST-C-505

CONCRETE

OVERHANG

RETAINING WALL.

SEE STRUCTURAL

PLANS FOR DETAILS.

6" CONCRETE CAP

CURB TRANSITION

B4/C-505

SIDEWALK RAMP

DOOR STOOPB1

14PP-S-510

DOOR STOOP B1

14PP-S-510

CONCRETEC1

14ST-C-501 SIDEWALK

CONCRETE C1

14ST-C-501SIDEWALK

CONCRETE C1

14ST-C-501SIDEWALK

CONCRETE SIDEWALK

EXTENDS TO THE WALL

CONCRETE SIDEWALK

EXTENDS TO THE WALL

S-400

S-401

S-402

S-403

S-404S-405

S-406 S-407 S-408

S-409

EDGE OF FOUNDATION

SIA FOUNDATION WALL

EHH(2)

EHH

TP

CO

CO

CO

CO

TPED

CO

CO

EHH

CLP

CO

BUILDING

NO. 28053

BUILDING

NO. 28054

BUILDING

NO. 28069

BUILDING

NO. 28070

WM

TOP=528.42

INV.=527.45

GR

TOP=529.57

INV.=528.55

WM

TOP=530.06

INV.=529.13

GR

TOP=530.49

INV.=529.47

WM

TOP=521.16

INV.=520.37

SMH

TOP=515.00

℄INV.=509.00

CO

WV

TOP=526.90

STEPS

STEPS

CO

WM

TOP=527.45

INV.=526.44

CO

CO

GR

TOP=523.56

INV.=522.73

BCM

C O

N C

R

ETE SID

EW

ALK

C O

N C

R

ETE SID

EW

ALK

C O

N C

R

ETE SID

EW

ALK

C O

N C

R

ETE SID

EW

ALK

CO

EU

CU X H

EMH

EMHEMH

EMH

TMH

TMH

EMH

H

N

AV

FA

C

P

AC

IF

IC

N

AV

FA

C

P

AC

IF

IC

M

AK

AL

AP

A, H

AW

AI

I

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE(S)

KEY PLAN

PR

O

JE

C

T

SI

TE

CO

M M

AN

D

CE

NT

ER

AN

D

ER

SE

N A

IR

F

O R

C E

BA

SE

G U

AM

1812861

AWK/DMK

KYM

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

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 S

YS

TE

M S

C O

M M

AN

D

SEAL

FINAL DESIGN SUBMITTAL

SHEET NAMING CONVENTION

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

SY

M

D

ES

C R

IP

TI

O N

D A

TE

A

PP

R

AS NOTED

TFPSMMJDB

17323245

14ST-CS105

SI

TE

L

AY

O U

T

PL

AN

PA

N

EL

B

SITE LAYOUT PLAN - PANEL B02

1" = 20'SCALE: A1 0 20 40

SEE SHEET 14ST-CS106 FOR CONTINUATION

SEE SHEET 14ST-CS104 FOR CONTINUATION

SE

E

SH

EE

T

ST

-C

S1

F O

R C

O N

TI

N

U

AT

IO

N

A. SEE SHEET 14GI-G-012 FOR CONSTRUCTION PLANNING.

B. SEE SHEET 14GI-G-013 FOR CONSTRUCTION LIMITS.

C. SEE SHEET 14GI-C-001 FOR CIVIL GENERAL NOTES.

D. SEE SHEET 14GI-C-002 FOR CIVIL LEGEND.

E. SEE SHEET 14GI-C-003 FOR CIVIL ABBREVIATIONS.

F. SEE SHEET 14GN-C-505 FOR TYPICAL PAVEMENT

SECTIONS.

GENERAL SHEET NOTES

PANEL B03

CS106

PANEL A03

CS103

PANEL C03

CS109

PANEL C02

CS108

PANEL B02

CS105

PANEL B01

CS104

PANEL C01

CS107

FO

U N

D

AT

IO

N

L

IM

IT

S

D

EC

EM

BE

R

20019

SASNA

K

DESNECI

L

R E

E

NI

GNE LANOI

SS

E F

O R

P

KRIB .D AUHS

OJ

12/13/2024

12/16/2024

AS NOTED

TTRMERJH

17323331

14ST-C-541

D R

AI

N

AG

E

D

ET

AI

LS

N

AV

FA

C

P

AC

IF

IC

N

AV

FA

C

P

AC

IF

IC

M

AK

AL

AP

A, H

AW

AI

I

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PR

O

JE

C

T

SI

TE

CO

M M

AN

D

CE

NT

ER

AN

D

ER

SE

N A

IR

F

O R

C E

BA

SE

G U

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

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 S

YS

TE

M S

C O

M M

AN

D

SEAL

FINAL DESIGN SUBMITTAL

SHEET NAMING CONVENTION

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

SY

M

D

ES

C R

IP

TI

O N

D A

TE

A

PP

R

JENNIFER M. HAYNES

90167

TEXAS REGISTERED ENGINEERING FIRM F-2966

1" DIA.

HOLE

CAST IRON

CAST IRON

FRAME - SECTION A

FRAME - PLAN

COVER - PLAN

COVER - SECTION B

COVER - BOTTOM VIEW

A1/14ST-C-541

A

A1/14ST-C-541

B

NTSA1 MANHOLE FRAME AND COVER DETAILS

SCALE:

8-RIBS

SPACED

EQUALLY

1 1/8" 1 1/8"

3/4"

6 5/16"

3/4"

NOTE:

1. PRECAST MANUFACTURER MUST

DETERMINE WALL THICKNESS AND

REINFORCING REQUIREMENTS.

STRUCTURE MUST BE H-20 RATED.

PROVIDE OPENING BASED

ON SPECIFIED SIZE FROM

KEYNOTE OR THIN WALL

PROVIDE H-20 RATED GRATE

(MINIMUM OPEN AREA PER TABLE)

VARIES

VARIES

VARIES

VARIES

PER

PROFILE

VARIES

NTSA4 CATCH BASIN

SCALE:

NOTES:

1. FOR CONCRETE PIPES THAT PASS UNDER FENCES, THE GRILL ENDS MUST BE

WELDED TO A STEEL RIM THAT FITS SNUGLY OVER THE CONCRETE PIPE.

2. THE RIM AND GRILLWORK MUST BE FASTENED OVER THE CONCRETE PIPE

AND BOLTED OR PINNED TO THE RIM OF THE CONCRETE PIPE (AS SHOWN).

3. GRILL ENDS MAY BE EMBEDDED IN A CONCRETE HEADWALL THAT

ENCAPSULATES THE CONCRETE PIPE.

4. GRILLS MUST BE PLACED ON THE ATTACK SIDE OF THE FENCE.

5. STEEL USED FOR THE GRILL MUST BE IN ACCORDANCE WITH ASMTA529 AND

THE CORROSION PREVENTION CONTROL SECTION OF UFC 4-022-03.

NTSC4 CONCRETE CULVERT GRILL

SCALE:

CONCRETE PIPE

3/8" ROUND BARS

WELDED AT ALL

JUNCTIONS BOLTS OR POWER

DRIVEN PINS

TYPE GRATE MINIMUM

OPENING AREA (SQ. IN.)

A 300 B 555 C 680

33 1/8" DIAMETER

1/ 4" 1

1/ 2"

1/ 4"

3/

4" 32 5/8"

3/4"

1/4"

3 1/2"

3/4"3/4"

33-1/8"

1- 1/

2"

6"

30"

38-1/2"

NTSC1 CAST-IN-PLACE MANHOLE DETAILS

SCALE:

A2/14ST-C-542

A2/14ST-C-542 FOR

A2/14ST-C-542

CAST IRON FRAME AND

COVER, SEE A1/14ST-C541

NOT APPLICABLE

C

IV

IL

D

ET

AI

L U

PD

AT

ES

3- D

EC

EM

BE

R

-2

JM

H

12/13/2024

D

EC

EM

BE

R

12/16/2024 lar65200 Highlight lar65200 Highlight lar65200 Highlight

TTRSMCJMH

17323332

14ST-C-542

D R

AI

N

AG

E

D

ET

AI

LS

N

AV

FA

C

P

AC

IF

IC

N

AV

FA

C

P

AC

IF

IC

M

AK

AL

AP

A, H

AW

AI

I

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PR

O

JE

C

T

SI

TE

CO

M M

AN

D

CE

NT

ER

AN

D

ER

SE

N A

IR

F

O R

C E

BA

SE

G U

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

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 S

YS

TE

M S

C O

M M

AN

D

SEAL

FINAL DESIGN SUBMITTAL

SHEET NAMING CONVENTION

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

SY

M

D

ES

C R

IP

TI

O N

D A

TE

A

PP

R

JENNIFER M. HAYNES

90167

TEXAS REGISTERED ENGINEERING FIRM F-2966

NTSA2 CURB INLET DETAILS

SCALE:

(NOT

APPLICABLE)

IL

D

ET

AI

L U

PD

D

EC

EM

BE

R

-2

(NOT APPLICABLE)

CAST IRON FRAME

AND COVER, SEE

A1/14ST-C541

12/13/2024

D

EC

EM

BE

R

TTRMERJH

17323329

14ST-C-523

U

TI

LI

TY

D

ET

AI

LS

N

AV

FA

C

P

AC

IF

IC

N

AV

FA

C

P

AC

IF

IC

M

AK

AL

AP

A, H

AW

AI

I

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PR

O

JE

C

T

SI

TE

CO

M M

AN

D

CE

NT

ER

AN

D

ER

SE

N A

IR

F

O R

C E

BA

SE

G U

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

DES DRW CHK

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

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 S

YS

TE

M S

C O

M M

AN

D

SEAL

FINAL DESIGN SUBMITTAL

SHEET NAMING CONVENTION

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

SY

M

D

ES

C R

IP

TI

O N

D A

TE

A

PP

R

JENNIFER M. HAYNES

90167

TEXAS REGISTERED ENGINEERING FIRM F-2966

NTSA1 TYPICAL THRUST BLOCKS AT VERTICAL BENDS

SCALE:

TOP VERTICAL THRUST BLOCK SCHEDULE

PRESSURE 250 PSI PRESSURE 200 PSI PRESSURE 150 PSI

A B C D A B C D A B C D

CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCKPIPE

SIZE BEND

HANGER "X" BAR HANGER "X" BAR HANGER "X" BAR

4"

6"

8"

12"

NOTE:

1. ACTUAL FIELD CONDITIONS MUST BE VERIFIED IN THE FIELD. THE SCHEDULE, DIMENSIONS AND

DETAILS AS SHOWN ARE PROVIDED AS A GUIDE ONLY. THE CONTRACTOR OR ENGINEER WHO

PREPARED THE PLANS MUST SUBMIT THE FINAL DESIGN AND DETAILS TO THE MANAGER FOR

REVIEW AND APPROVAL AFTER FIELD VERIFICATION AND PRIOR TO INSTALLATION.

2. SCHEDULE IS NOT APPLICABLE TO BLOCKS FULLY OR PARTLY SUBMERGED IN WATER.

3. SAFETY FACTOR 1.5 BASED ON PIPE LOCATION MINIMUM 2' BELOW GROUND.

NOTE:

1. DWS 2500 CONCRETE.

2. MIN. 2" COVER OVER ALL REINFORCEMENT.

3. AWWA C153 FITTINGS NOT ACCEPTABLE FOR THIS APPLICATION

4. UNLESS OTHERWISE NOTED, ALL REINFORCING BARS MUST BE ASTM A615,

GRADE 60

ELEVATION

SECTION A-A

D

BEND

1/4 1/8

1/16 1/32 1/4 1/8

1/16 1/32 1/4 1/8

1/16 1/32 1/4 1/8

1/16 1/32

4'-6"

4'-6"

3'-9" 2'-6" 2'-3"

5'-0" 3'-9" 3'-0" 5'-3" 5'-3" 5'-9" 3'-6" 6'-6" 6'-3" 5'-6" 5'-3"

5'-6"

2'-6" 2'-6"

2'-6" 2'-6"

2'-6"

2'-6"2'-6" 2'-6" 2'-6"

2'-6"

2'-3"

2'-3"

4'-6"

4'-6"

3'-6"

3'-6"

4'-0" 3'-0"

4'-0"

3'-0"

4'-0"

4'-0"

7'-0"7'-0"

5'-0" 5'-0"

1'-6"

1'-6"

1'-6" 1'-9" 1'-3"

2'-6" 2'-6"

6'-6"

5'-3"

4'-3" 4'-3"

4'-3"

3'-3" 3'-9"

2'-3"

2'-0"

2'-9"

5'-9" 2'-9"

3'-9"

4'-9"

6'-3" 6'-3" 6'-3" 5'-6" 5'-6"

5'-6"

4'-3" 4'-6"

4'-6"

3'-9"

2'-9" 2'-6"

3'-3" 3'-4"

2'-0" 5'-8"

(2)#4 (2)#4

(2)#4 (2)#4

(2)#4 (2)#4

(2)#4 (2)#4 (2)#4 (2)#4

A

A/2 A/2

C

SLOPE

14"

8"

VA

RI

ES

B 8"

VA

R

IE

S

6"

"X" BARS

6"

6"

(2)#3 (2)#3 (2)#3

(2)#3

(2)#3 (2)#3

(2)#3 (2)#3 (2)#3(2)#3

(2)#3 (2)#3

(2)#3 (2)#3 (2)#3 (2)#3

(2)#5 (2)#5

(2)#5 (2)#5

(2)#5 (2)#5

(2)#6 (2)#6

(2)#6 (2)#6 (3)#7 (2)#7 (2)#7 (2)#7

(2)#7(3)#7

(3)#4 (2)#4 (2)#6 (2)#6 (2)#7 (2)#7

2'-0" 2'-0"2'-6"

4'-0" 4'-0"

4'-6" 2'-9" 2'-9"

3'-0"

6'-0" 6'-0" 6'-0" 5'-0" 5'-3" 6'-0"

3'-9"

USE FIGURES UNDER

250 PSI

HANGERS Ω

CLEARANCE REQUIRED TO PROVIDE

SUFFICIENT WORKING SPACE FOR

REMOVAL OF MECHANICAL JOINT BOLTS

A

#4 12"

OC, EW

#4 12"

OC, EW

HANGERS Ω

#4 TIES, 8" O.C.

SIZE

IN.

DIMENSIONS IN INCHES

A

PLAIN

END

B F J K1 K2 L M S

CENTRIFUGAL

PIPES

FITTINGS CENTRIFUGAL

PIPES

FITTINGS CENTRIFUGAL

PIPES

FITTINGS

8 9.05 2.50 9.15 11.75 13.31 13.63 13.37 0.98 1.12 1.00 0.45 0.75

K1

M L

A

S

K2 J F

B

NTSC1 RESTRAINT JOINT DETAIL

SCALE:

NOTES:

1. MINIMUM BEDDING THICKNESS MUST BE 4 INCHES. MINIMUM BEDDING THICKNESS MUST BE INCREASED TO 6 INCHES IN ROCK CUTS.

FINAL BACKFILL

BEDDING

FINAL BACKFILL

TRENCH INSTALLATIONS EMBANKMENT INSTALLATIONS

BEDDING

Bc/6

(MIN)

Bc Bc/6

(MIN)

Bc/3

Bc/6

(MIN)

Bc Bc/6

(MIN)EXCAVATION LINE

AS REQUIRED

HAUNCH

OUTER BEDDING

MIDDLE BEDDING

HAUNCH

OUTER BEDDING

HAUNCH

OUTER BEDDING

HAUNCH

OUTER BEDDING

MIDDLE BEDDINGBc/3

NTSC4 PIPE BEDDING DETAIL

SCALE:

NTSA3 CONCRETE CIRCULAR PIPE BEDDING DETAILS

SCALE:

IL

D

ET

AI

L U

PD

D

EC

EM

BE

R

-2

" M

IN

B

GRAVEL

B + 8" MIN.

2B

4B ,4" MIN.

NOTES

1. SEE SPECIFICATIONS FOR MATERIAL AND COMPACTION REQUIREMENTS.

2. MAXIMUM PARTICLE SIZE IN GRAVEL SHALL BE 1/2" FOR PLASTIC PIPE OR

COATED OR WRAPPED PIPE AND 3" MAXIMUM FOR ALL OTHER TYPES OF

PIPE.

3. EMBEDMENT SIDE CLEARANCE SHALL BE 12 INCHES FOR PIPES LESS THAN

18 INCHES IN DIAMETER AND 18 INCHES FOR PIPE GREATER THAN 18

INCHES IN DIAMETER.

4. BEDDING DEPTH SHALL BE INCREASED TO 6" IN ROCK CUTS.

5. MINIMUM COVER FOR CONSTRUCTION LOADS OVER PLASTIC PIPES SHALL

BE AS SPECIFIED IN ASTM D 2321.

LEGEND:

B = OUTSIDE PIPE DIAMETER

D = INSIDE PIPE DIAMETER

C

C

C

FINAL BACKFILL

C

SAND

C

PLASTIC PIPE

DETECTABLE

WARNING STRIP

6" ABOVE PIPE

12/13/2024

D

EC

EM

BE

R

DN

DN

DN

DN

DN

DN

B

325 SF

104 SF

657 SF

3536 SF

406 SF

1013 SF

962 SF

3607 SF

78 SF

1406 SF

3 4

C

E

C1

14CC-A-301

D

C1

14CC-A-201

60'-10"

'-9

'-1

1/ 2"

'-9

A1

14CC-A-201

C1

14CC-A-202

A1

14CC-A-202

75 SF

432 SF

873 SF

290 SF

317 SF

889 SF

468 SF

178 SF

233 SF

324 SF

340 SF

123 SF

493 SF

235 SF

364 SF

192 SF

235 SF

1565 SF

959 SF

1565 SF

1013 SF

330 SF

3609 SF

262 SF

262 SF

219 SF

150 SF

137 SF

39 SF

278 SF

443 SF

4705 SF

4888 SF

7496 SF

A

'-3

/2

98'-0" 76'-9"

8"

8"

A1

14CC-A-301

415 SF

254 SF

377 SF

120A

1142 SF

9'

-1 1"

1' -7

605 SF

A R

E A

A A

/ A

-1

A R

E A

B A

/ A

-1

AREA B

A1 / A-113

AREA D

A1 / A-115

AREA A

A1 / A-112

AREA C

A1 /A-114

A R

E A

C A

/ A

-1

A R

E A

D A

/ A

-1

B1

14CC-A-202

102'-6"

100'-0"

100'-0"100'-0"100'-0"100'-0"

A1

14CC-A-302

123 SF

53 SF

178 SF

178 SF

826 SF

559 SF

232 SF

112227 SF

42 SF

120B

14CC-A-411

A2

27'-6 1/2" 20'-7 1/4"

236'-11"

8"

DN DN

100'-0"

1" / 12"

1" / 12"

DN

14CC-A-403

A1

14CC-A-525

D1

1" / 12"

98'-0"

100'-0"

998 SF

105 SF

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.

01. PRECAST PANEL COVERED ENTRANCE. REFER TO

STRUCTURAL DRAWINGS.

02. CANTILEVER STRUCTURAL SLAB EDGE. REFER TO

STRUCTURAL DRAWINGS.

03. CONCRETE RAMPS BELOW, REFER TO STRUCTURAL

04. ELEVATED CONC INFILL SLAB, REFER TO STRUCTURAL

PRECAST CONCRETE WALL,

REF. STRUCTURAL

NEW METAL STUD WALL,

REF. 14CC-A-501

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

/1 /2

:1 :2

A

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-111

C O

M M

A N

D C

E N

T E

R

F

IR

S T

F

LO

O R

P

LA

N

O V

E R

A

LL

CMA

17323726

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

1/16" = 1'-0" 0 16' 32' 48'8'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

SHEET KEYNOTES

LEGEND

PLAN

NORTH

SHEET NAMING CONVENTION

SCALE: 1/16" = 1'-0"

A1

FIRST FLOOR PLAN - OVERALL

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

A

R C

H C

LA

R

IF

IC

A T

IO

N

D

E C

E M

B E

R

12.12.2024

12/16/2024 lar65200 Highlight lar65200 Highlight

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.

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.

PRECAST CONCRETE WALL,

REF. STRUCTURAL

NEW METAL STUD WALL,

REF. 14CC-A-501

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

/1 /2

:1 :2

A

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

A

R C

H C

LA

R

IF

IC

A T

IO

N

D

E C

E M

B E

R

12.12.2024

12/16/2024 lar65200 Highlight lar65200 Highlight lar65200 Highlight lar65200 Highlight

3 4

E

C1

14CC-A-301

D

M A

T C

H

LI

N E

A

C C

-A -1

MATCHLINE

A1 / 14CC-A-115

109B

129B

8"

104A

125A

131A

130A

107A

8' -2

/8

'-1

1/

8"

'-7

'-1

1/ 4"

F5

F5

F5

S4

F5

S4

A1

14CC-A-301

14'-3 1/2"

11'-3 7/8"

B9

B9

B8

F5F5F5F5

A2

F5

8"

S4

B8

S4 S4

B8

B8

S4

02 A1

14CC-A-302

14CC-A-406

A1

14CC-A-401

A1

6' -2

/4

41'-4 1/4" 23'-4 7/8"

S4S4

S4 103A

106A

S4

126A

127A

6' -2

/8

'-4

B8

F5

S4

'-1

/8

14CC-A-431

B1

7'-10 5/8" 9'-5 7/8" 13'-5 3/8" 18'-7 3/4" 8'-5" 26'-9"

132A

129A

F5

S3

1'-6 1/8"

2'-11 1/4"

A3

A3F5

A2

A3

14CC-A-522

130C

101B

101A

14CC-A-402

C3

F9

A1

14CC-A-315

A2

14CC-A-529

11 A2

14CC-A-529

'-1

/2

B9

B9

S4

F5

F9F9

27'-2"

B2

14CC-A-531

1'-8 5/8"

2' -0

6'-0"

F5

F10

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.

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

/1

/2

:2 :2

A

M

C U s e rs

\G ra

\O n e D ri v e

B la c k

V e a tc h \D o c u m e n ts

\P C

C A

S g ra y jC

D

D A

.r v t

14CC-A-113

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

B

CMA

17323728

JLG MDE

G U

A M

C C

-A -1

FINAL DESIGN SUBMITTAL

SCALE: 1/8" = 1'-0"

A1

FIRST FLOOR PLAN - AREA B

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

A

R C

H C

LA

R

IF

IC

A T

IO

N

D

E C

E M

B E

R

12.12.2024

12/16/2024 lar65200 Highlight lar65200 Highlight lar65200 Highlight lar65200 Highlight lar65200 Highlight lar65200 Highlight

UP UP

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

F5

F5F5 F5 F5 F5

K1

33333

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.

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

/1

/2

:2 :2

A

M

C U s e rs

\G ra

\O n e D ri v e

B la c k

V e a tc h \D o c u m e n ts

\P C

C A

S g ra y jC

D

D A

.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

F

IR

E

B A

R R

IE

R

U P

D

N O

V E

M B

E R

A

R C

H C

LA

R

IF

IC

A T

IO

N

D

E C

E M

B E

R

12.12.2024

12/16/2024 lar65200 Highlight lar65200 Highlight lar65200 Highlight lar65200 Highlight

B

3 4

C

MATCHLINE

A1 / 14CC-A-113

M A

T C

H

LI

N E

A

C C

-A -1

134A

138B

14'-10 1/2" 44'-2 1/4"

A

136A

135B

130B

B8

F5

S4

A1

14CC-A-301

A2 F5

B8

B8

7'-2 5/8"

9' -1

7/

8"

'-3

/8

'-5

/8

8' -8

/2

1' -7

8"

1'-4"

B8

A1

14CC-A-302

13'-5 1/8"

135C

135A

14CC-A-430

A1

F9

F5

1' -4

6' -9

/4

1' -4

1' -3

'-3

1' -0

F5

S4

A2

L110

8'-2 1/8"

TYPICAL

TYPICAL

7'-0"

159B

B8

B8

138A

F10

F5

F5

F5

F5

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.

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

/1

/2

:2 :2

A

M

C U s e rs

\G ra

\O n e D ri v e

B la c k

V e a tc h \D o c u m e n ts

\P C

C A

S g ra y jC

D

D A

.r v t

14CC-A-115

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

D

CMA

17323730

JLG MDE

G U

A M

C C

-A -1

FINAL DESIGN SUBMITTAL

009SCALE: 1/8" = 1'-0"

A1

FIRST FLOOR PLAN - AREA D

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

A

R C

H C

LA

R

IF

IC

A T

IO

N

D

E C

E M

B E

R

12.12.2024

12/16/2024 lar65200 Highlight lar65200 Highlight lar65200 Highlight lar65200 Highlight

OS

OS OS OS OS OS OS OSBS BS BSBS

BS

B

C

A

9'-0" 9'-0"

31'-6"

14'-0"

31'-6"

OTS

MATCHLINE

A1 / 14CC-A-132

M A

T C

H

LI

N E

A

C C

-A -1

8'-4"

OTS

OTS

OTS

OTS

9'-0"

9'-0" A1

14CC-A-411

A2

14CC-A-524

1 7/8" / 12"

EQ EQ

E Q

E Q

1' -9

/8

ALIGNALIGN

EQ EQE

Q E

Q

EQ EQ

E Q

E Q

E Q

5' -1

3/

8"

E Q

E Q

EQ

17'-1" 16'-0" 23'-0" 22'-6"

16'-0" 16'-0" 23'-0" 22'-6"

E Q

EQ EQ

9'-0"

9'-0"

E Q

E Q

EQEQ

30'-9 3/4"

'-1

'-0

/8

'-3

/1

6"

'-1

/8

4' -0

5'

-2

/4

4'-6"

C1

14CC-A-524

4'-3 11/16" 11'-11" 12'-0 5/16" 11'-11 5/8"

4' -1

/4

8' -0

12'-0 1/2"

A. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS, REFER TO SHEET 14GI-A-001.

B. FOR INTERIOR ROOM FINISHES, REFER TO SHEET 14CC-A-602.

C. UNLESS OTHERWISE NOTED, CENTER RECESSED CAN LIGHTS IN ACOUSTICAL CEILING TILES.

SD

GYP BD CEILING

RECESSED CAN LIGHTING, REFER TO ELECTRICAL

SMOKE DETECTOR, REFER TO FA

EXIT SIGN LOCATION, REFER TO FA

2' x 4' LIGHTS, REFER TO ELECTRICAL

1' X 4' PENDANTS, REFER TO ELECTRICAL

A/V DISPLAYS, REFER TO COMMUNICATIONS

DIFFUSER, SUPPLY, REFER TO MECHANICAL

RETURN, REFER TO MECHANICAL

00'-00" CEILING HEIGHT, AFF EL 100.00'

2'-0" x 2'-0" ACT1

ROOM NUMBER

2' x 2' LIGHTS, REFER TO ELECTRICAL

XXXXX

EXT WALL LIGHT, REFER TO ELECTRICAL

OPEN TO STRUCTUREOTS

2'-0" x 2'-0" ACT2 2'-0" x 2'-0" ACT3

FOLDING PANEL PARTITION

RECESSED CAN LIGHTING, EMERGENCY,

REFER TO ELECTRICAL

DIFFUSER, EXHAUST, REFER TO MECHANICAL

INT WALL LIGHT, REFER TO ELECTRICAL

OS BS OCCUPANCY SENSORS, REFER TO ELECTRICAL

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

/1 /2

:1 :3

A

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-134

C O

M M

A N

D C

E N

T E

R

F

IR

S T

F

LO

O R

R E

F

LE

C T

E D

C E

IL

IN

G P

LA

N

A

R E

A C

CMA

17323739

JLG JLB

G U

A M

C C

-A -1

FINAL DESIGN SUBMITTAL

SCALE: 1/8" = 1'-0"

A1

REFLECTED CEILING 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

01. SPRAY APPLIED INSULATION TO STRUCTURE ABOVE. NO ADDITIONAL COATING REQUIRED.

02. GYPSUM BOARD CEILING SYSTEM, ABOVE ACT CEILING SYSTEM, WITH (2) LAYERS OF 5/8" GYPSUM

BOARD WITH RF FOIL IN BETWEEN LAYERS. CUTOUT OF ACT CEILING SYSTEM FOR GRAPHICAL

REFERENCE ONLY. REFERENCE TYPICAL DETAILS FOR RF FOIL INSTALLATION ON 14CC-A-541

AND 14CC-A-542.

03. STAINLESS STEEL BAR GRATING

04. COORDINATE FINAL LOCATIONS OF ALL LIGHT FIXTURES WITH ALL OTHER SUSPENDED ELEMENTS

AND STRUCTURAL CONNECTION POINTS. REFER TO ELECTRICAL.

05. ACCESS PANEL, ENSURE LOCATION IS COORDINATED IN FIELD WITH VAV ABOVE.

06. FIBERGLASS BAR GRATING OVER MECHANICAL YARD.

07. CENTER CAN LIGHTS IN CEILING TILE.

08. LIGHTING FIXTURE, REFER TO ELECTRICAL.

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

A

R C

H C

LA

R

IF

IC

A T

IO

N

D

E C

E M

B E

R

12.12.2024

12/16/2024 lar65200 Highlight

OS OS OS OS

OS

BS BS BS

BS

BS

BS

BS

BS

BS

BS

BS BS BS

BS

BS

BSBSBS BS

BSBSBSBS

BS

BS

B

3 4

C

A

9'-0"

9'-0"

8'-6"

OTS

MATCHLINE

A1 / 14CC-A-133

M A

T C

H

LI

N E

A

C C

-A -1

31'-6"

OTS

8'-4"

A1

14CC-A-302

A2

14CC-A-523

A2

14CC-A-524

9'-0"

12'-0 1/2"

1' -8

/4

1'

-8

/4

1' -2

/8

EQ

4'-3 1/4"

4' -5

ALIGNALIGN

EQ EQ

E Q

E Q

23'-0" 23'-6" 21'-0" 22'-0"

22'-11 11/16" 19'-8" 24'-10" 22'-0"

OTS

OTS

ALIGN

9'-0"

'-7

/2

'-0

/8

'-3

/1

6"

'-1

/8

6' -9

5/

13'-5 3/4" 10'-6"

4'-10 9/16"

2' -9

/4

"3' -1

/8

5' -3

/2

8'-1" 8'-6" 9'-8" 9'-9" 7'-6" 3'-0"

19'-11 5/16"

52'-11"

2' -6

/4

58'-2"

'-3

/8

A. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS, REFER TO SHEET 14GI-A-001.

B. FOR INTERIOR ROOM FINISHES, REFER TO SHEET 14CC-A-602.

C. UNLESS OTHERWISE NOTED, CENTER RECESSED CAN LIGHTS IN ACOUSTICAL CEILING TILES.

SD

GYP BD CEILING

RECESSED CAN LIGHTING, REFER TO ELECTRICAL

SMOKE DETECTOR, REFER TO FA

EXIT SIGN LOCATION, REFER TO FA

2' x 4' LIGHTS, REFER TO ELECTRICAL

1' X 4' PENDANTS, REFER TO ELECTRICAL

A/V DISPLAYS, REFER TO COMMUNICATIONS

DIFFUSER, SUPPLY, REFER TO MECHANICAL

RETURN, REFER TO MECHANICAL

00'-00" CEILING HEIGHT, AFF EL 100.00'

2'-0" x 2'-0" ACT1

ROOM NUMBER

2' x 2' LIGHTS, REFER TO ELECTRICAL

XXXXX

EXT WALL LIGHT, REFER TO ELECTRICAL

OPEN TO STRUCTUREOTS

2'-0" x 2'-0" ACT2 2'-0" x 2'-0" ACT3

FOLDING PANEL PARTITION

RECESSED CAN LIGHTING, EMERGENCY,

REFER TO ELECTRICAL

DIFFUSER, EXHAUST, REFER TO MECHANICAL

INT WALL LIGHT, REFER TO ELECTRICAL

OS BS OCCUPANCY SENSORS, REFER TO ELECTRICAL

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

/1 /2

:1 :3

A

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-135

C O

M M

A N

D C

E N

T E

R

F

IR

S T

F

LO

O R

R E

F

LE

C T

E D

C E

IL

IN

G P

LA

N

A

R E

A D

CMA

17323740

JLG JLB

G U

A M

C C

-A -1

FINAL DESIGN SUBMITTAL

SCALE: 1/8" = 1'-0"

A1

REFLECTIVE CEILING PLAN - AREA D

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

01. SPRAY APPLIED INSULATION TO STRUCTURE ABOVE. NO ADDITIONAL COATING REQUIRED.

02. STAINLESS STEEL BAR GRATING

04. COORDINATE LIGHT FIXTURE PLACEMENT WITH STRUCTURAL LIGHTING GRID AND ROOFING

MEMBERS.

05. FIBERGLASS BAR GRATING OVER MECHANICAL YARD.

06. CENTER CAN LIGHTS IN CEILING TILE.

07. LIGHTING FIXTURE, REFER TO ELECTRICAL.

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

A

R C

H C

LA

R

IF

IC

A T

IO

N

D

E C

E M

B E

R

12.12.2024

12/16/2024 lar65200 Highlight

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

CONCRETE SURFACES WITH PROTECTION BOARD.

54. CHILLED WATER BUFFER PIPE, REFER TO MECHANICAL.

55. VAPOR BARRIER DIRECTLY BELOW FOUNDATION.

FIRST FLOOR

100'-0"

TOC ROOF @ COLUMN

LINE B

122'-11 3/8"

TOC EL

86'-10"

TOC FIRST FLOOR

COMPOSITE SLAB

98'-0"

D

F8

F9

F5 36

14CC-A-521

A1

6"

O.H.

14CC-A-531

A1

14CC-A-522

C1

FIRST FLOOR

100'-0"

FLOOR TIER 2

102'-6"

C

TOC EL

86'-10"

TOC FIRST FLOOR

COMPOSITE SLAB

98'-0"

S4

F8

F5

14CC-A-521

C1

TOC HIGH ROOF @

GRID C

139'-10"

TOC LOW ROOF AT

GRID C

125'-9 3/4"

F9

3/

4"

14CC-A-521

A1

6"

14CC-A-531

C1

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

/1 /2

:1 :3

A

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-311

C O

M M

A N

D C

E N

T E

R

W A

LL

S

E C

T

IO

N S

CMA

17323753

JLG MDE

G U

A M

C C

-A -3

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

3/8" = 1'-0" 0 2' 4' 8'1'

GRAPHIC SCALE(S)

SHEET KEYNOTES

SHEET NAMING CONVENTION

SCALE: 3/8" = 1'-0"

A3

WALL SECTION

SCALE: 3/8" = 1'-0"

A1

WALL SECTION

GENERAL SHEET NOTES

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

A

R C

H C

LA

R

IF

IC

A T

IO

N

D

E C

E M

B E

R

12.12.2024

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.

FIRST FLOOR

100'-0"

E

TOC EL

86'-10"

TOC FIRST FLOOR

COMPOSITE SLAB

98'-0"

TOC ROOF @ COLUMN

LINE E

120'-0 15/16"

2' -0

14CC-A-521

C3

121' -0

9'

-0

14CC-A-531

C1

55 53

1 1

FIRST FLOOR

100'-0"

TOC EL

86'-10"

TOC FIRST FLOOR

COMPOSITE SLAB

98'-0"

K1 155

25 14CC-A-541

B2

14CC-A-521

A3

14CC-A-542

B3

6"

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

CONCRETE SURFACES WITH PROTECTION BOARD.

54. CHILLED WATER BUFFER PIPE, REFER TO MECHANICAL.

55. VAPOR BARRIER DIRECTLY BELOW FOUNDATION.

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

/1 /2

:1 :3

A

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-312

C O

M M

A N

D C

E N

T E

R

W A

LL

S

E C

T

IO

N S

CMA

17323754

JLG MDE

G U

A M

C C

-A -3

FINAL DESIGN SUBMITTAL

033SCALE: 1/2" = 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

1/2" = 1'-0" 0 2' 4' 6'1'

GRAPHIC SCALE(S)

SHEET KEYNOTES

SHEET NAMING CONVENTION

SCALE: 1/2" = 1'-0"

A3

WALL SECTION

GENERAL SHEET NOTES

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

A

R C

H C

LA

R

IF

IC

A T

IO

N

D

E C

E M

B E

R

TOC ROOF @ COLUMN

LINE B

122'-11 3/8"

B

TOC EL

86'-10"

TOC FIRST FLOOR

COMPOSITE SLAB

98'-0"

14CC-A-527

B3

2"

2'-6 1/2"

10 1/2"

14CC-A-531

C1

99'-6 1/2"

14CC-A-528

C3

14CC-A-522

A1

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…