Attachment 1_Revised Drawings_dtd 13 and 20 Dec 2024.pdf

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UP

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S S

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105114

122 123

120A

238' - 8"

TRAVEL DISTANCE: B

287' - 0"

TRAVEL DISTANCE: A

/ 36065

113' - 8"

TRAVEL DISTANCE: F

C

LE

A R

5' -5

11'-8 3/4"

C

LE

A R

7' -9

/4

98' - 8"

COMMON PATH: C

46' - 5"

DEAD END CORRIDOR: D

238' - 8"

TRAVEL DISTANCE: B

239' - 8"

TRAVEL DISTANCE: H

/ 18023

(2) AREAS

OF REFUGE

115 113

120B

150' - 0"

TRAVEL DISTANCE: I

70' - 4"

COMMON PATH: G

/ 18040

118 112

D

IAG

O N

AL DIM

ENSIO

N FO

R

EXIT AC

CESS C

ALCU

LATIO

N

311'-1"

EXIT ACCESS SEPARATION DIMENSION

164'-1 1/2"

E X

IT

A

C C

E S

S S

E P

A R

A T

IO

N

D

IM

E N

S

IO

N

'-9

/2

EXIT ACCESS SEPARATION DIMENSION

95'-3 1/2"

1" / 12"

1" / 12"

1" / 12"

41' - 6"

DEAD END CORRIDOR: J

67' - 5"

COMMON PATH: E

NOT AN EXIT

2 2

2 HR FIRE

3 HR FIRE

ROOM NAME/

NUMBER & AREA

TRAVEL DISTANCE

COMMON PATH

DEAD END

/ 00

ACTUAL

OCCUPANTS

OCCUPANT

LOAD CAPACITY

EGRESS INDICATOR:

150 SF

PATH LENGTH

PLAN SYMBOLS:

TRAVEL DISTANCE: A

1' - 0"

1 HR FIRE

WALL SYMBOLS:

4 HR FIRE

SMOKE PARTITION

FIRE

EXTINGUISHER TYPES:

/ 00

1 HR SMOKE & FIRE

2 HR SMOKE & FIRE

3 HR SMOKE & FIRE

4 HR SMOKE & FIRE

MULTI-PURPOSE DRY

CHEMICAL AND WALL MOUNTED

BRACKET

MULTI-PURPOSE DRY CHEMICAL

WITH FULLY RECESSED CABINET

UNLESS THE WALL DEPTH

REQUIRES A SEMIRECESSED

CABINET. CABINET PROJECTIONS

TO MEET ABA REQUIREMENTS.

EXIT SIGN LOCATION,

REFER TO FA

CLEAN AGENT AND WALL

MOUNTED BRACKET

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.:

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P A

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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

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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

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14CC-GI001

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17323492

JLG EDS

G U

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-G I0

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

CODE COMPLIANCE PLAN - OVERALL

1. FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS,

SEE SHEET 14GI-A-001.

2. NOT TO BE USED FOR CONSTRUCTION.

3. THE FLOOR SLAB (EXCLUDING THE AREA OF ROOM 159) MUST BE 2 HOUR

FIRE RATED. BOUNDARY OF THE 2 HOUR RATED FLOOR MUST BE

CONTINUOUS FROM OUTSIDE WALL TO OUTSIDE WALL OF THE FACILITY.

EGRESS ROUTE DISTANCES

OCCUPANCY ID LENGTH ALLOWABLE

LENGTH

CODE

REFERENCE

COMMON PATH

BUSINESS E 67'-5" 100'-0" NFPA 101

BUSINESS C 98'-8" 100'-0" NFPA 101

BUSINESS G 70'-4" 100'-0" NFPA 101

DEAD END CORRIDOR

BUSINESS J 41'-6" 50'-0" NFPA 101

BUSINESS D 46'-5" 50'-0" NFPA 101

TRAVEL DISTANCE

BUSINESS A 287'-0" 300'-0" NFPA 101

BUSINESS B 238'-8" 300'-0" NFPA 101

BUSINESS F 113'-8" 300'-0" NFPA 101

BUSINESS H 239'-8" 300'-0" NFPA 101

BUSINESS I 150'-0" 300'-0" NFPA 101

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B E

R

12/20/2024

UP

B

1 3 4

C

E

D

A

1.5 2.3 2.7 3.3 3.7

D.5

C.7

C.5

C.3

B.7

B.3

235'-7"

60'-10" 98'-0" 76'-9"

30'-5" 30'-5" 32'-8" 32'-8" 32'-8" 25'-7" 25'-7" 25'-7" 1'-2"

7'

-8

'-3

/2

'-9

'-1

1/

2"

'-9

2' -6

/2

'-1

1"

'-1 1"

'-1

1"

'-5

/8

'-5

/8

'-5

/8

'-5

/8

'-1

1/ 2"

'-1

1/

2" 2'

-7

14CC-S-413

C3

'-7

'-0

'-0

'-0

'-7

'-0

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

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-1

'-0

'-0

'-0

'-0

'-1

10'-4 1/2"

4'-10"

A3

14CC-S-585

CATWALK TYP

A3

14CC-S-585

SIM

A3

14CC-S-585

SIM

A3

14CC-S-585

A3

14CC-S-585

SIM

14CC-S-401

A2

A1

14CC-S-222

10'-4 1/2"

S

LO

P E

10'-4 1/2"

S

LO

P E

S

LO

P E

S

LO

P E

ROOF RIDGE (TYP

ALONG GRID C) T

O C

L S

U P

P O

R T

5' -1

E

D G

E O

F R

O O

F

TYP

TYP

CL SUPPORT POST

EDGE OF ROOF

TO CL SUPPORT

8" EDGE OF ROOF

CL SUPPORT

POST

EDGE OF ROOF

CL SUPPORT POST

7"

CL SUPPORT POST

T O

C L

S U

P P

O R

T 1'

-7

/4

E D

G E

O F

R O

O F

EDGE OF ROOF

CL SUPPORT POST

PROVIDE ACCESS TO

CABLE BANK FOR

VERTICAL CABLE LADDER

OPP

A1

14CC-S-211

T O

C L

S U

P P

O R

T 1'

-6

/4

E D

G E

O F

R O

O F

14CC-S-585

C3

TYP

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.:

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P A

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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

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A W

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AS NOTED

P R

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C O

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N A

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P A

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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

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IR

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KYM

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C R e v it \l o c a l_

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14CC-S-151

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17323517

AOB ARK

G U

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-S -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

PLAN

NORTH

SHEET NAMING CONVENTION

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

A1

LOW ROOF PLAN - ROOFTOP ELEMENTS

OPEN AT LOW ROOF

PLAN SEE 14CC-S-152

FOR UPPER ROOF ABOVE

01. GUY WIRE ANCHOR POINTS. NOT TO BE USED FOR FALL PROTECTION.

02. CABLE BANK ACCESS HATCH PROVIDE 2'-0"X2'-0" ACCESS HATCH CENTERED

ON DELEGATED CAT WALK CL AT EACH ANTENNA AT BUILDING PERIMETER

SHOWN ON 14CC-S-221.

A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE SHEETS

14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.

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12/18/2024

B

1 3 42

A

1.5 2.3 2.7 3.3 3.7

S S

H S

S

X

X 5/

S S

H S

S

X

X 5/

SS W18X119 (TYP FOR

ALL E-W SPANNING

GIRDERS)

MOLDED FRP

GRATING

235'-7"

'-3

/2

30'-5" 30'-5" 32'-8" 32'-8" 32'-8" 25'-7" 25'-7" 25'-7"

C4

14CC-S-580

A2

14CC-S-580

A3

14CC-S-580

C3

14CC-S-580

TYP

TYP

TYP

C2

14CC-S-580

TYP

TYP

SS W10X49 TYP

12'-10" 12'-0" 12'-0" 12'-0" 12'-0" 11'-6" 12'-0" 6'-0" 11'-8 1/2" 18'-3 1/2" 12'-0" 12'-0" 11'-6" 12'-0" 12'-0" 9'-0" 9'-0" 9'-0" 9'-0" 11'-6" 8'-3"

15'-10"

4 EQ SPACES

16'-0" 23'-0" 22'-6" 23'-0" 23'-0" 23'-6" 21'-0" 22'-0"

5'-0"4'-11"

4'-4" 3'-5"

3'-6"

4'-0"

3'-6"

3 EQ SPCS

12'-0" 4'-6" 5'-0" 5'-0"

4'-0" 4'-0"

4'-6"4'-6"4'-6"4'-6" 5'-0"

3'-6"

3'-6"

4'-6" 3'-6"

4'-0"4'-0"3'-6"

3'-6"

4'-6" 12'-0" 4'-0"

4'-0"

4'-6"

4'-0"

4'-6"4'-6"4'-6" 5'-0"

4'-0"

4'-0"5'-0"

3'-6" 4'-0"

5'-0"

3'-10"

WET JOINT,

TYP

14CC-S-413

C2

14CC-S-413

C3

B2

14CC-S-581

TOS EL 113'-11 1/4"

A3

14CC-S-530

EXTENTS OF MOLDED

FRP GRATING

14CC-S-413

A1

14CC-S-413

A2

TYP FOR ALL

GIRDERS AND BEAMS

SS W14X82 (TYP FOR ALL

N-S SPANNING GIRDERS)

SS W14X53 (TYP FOR ALL

INFILL BEAMS)

C2

14CC-S-581

TYP

TYP

02 02 02 02 02

4"4"

5'-0"

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

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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

/1 /2

:3

:1

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C R e v it \l o c a l_

\P

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.r v t

14CC-S-412

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17323536

AOB ARK

G U

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C C

-S -4

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

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

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES

PLAN

NORTH

SHEET NAMING CONVENTION

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

A1

ENLARGED ROOF PLAN

A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE

SHEETS 14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.

B. ALL STRUCTURAL STEEL UTILIZED FOR THE CONNECTIONS AND

ANCHORS MUST BE STAINLESS STEEL.

01. MOLDED FRP GRATING IS 2" THICK WITH 2" X 2" SQUARE MESH AND IS

ATTACHED TO BEAMS WITH TYPE M SADDLE CLIPS. CLIP SPACING IN E-W

DIRECTION IS AT EVERY STRUCTURAL SUPPORT. CLIP SPACING IN N-S

DIRECTION IS A MAXIMUM OF 2'-0". EACH SECTION OF GRATING REQUIRES A

MINIMUM OF 4 CLIPS.

02. BEAMS WITHIN THESE ZONES ARE REMOVABLE FOR CHILLER

REPLACEMENT.

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12-18-24

SS POST (TYP) 6'-0" MAX

SPACING ALONG CAT WALK

SS STRINGER AND BEAM

(BASIS OF DESIGN DEPTH 6")

SS DIAMOND PLATE (ATTACH TO SUPPORT

STEEL WITH COUNTER-SUNK ANCHORS)

SS GUARDRAIL

SS CABLE TRAY (SLOPE TO DRAIN HOLES IN CENTER)

SS POST COUNTER FLASHING (SEE ARCHITECTURAL DETAILS)

3'-0"

3'-2"

PROVIDE 2'-0"X2'-0" ACCESS HATCH CENTERED

ON CAT WALK CL AT EACH ANTENNA AT

BUILDING PERIMETER SHOWN ON 14CC-S-221.

HATCH TO AVOID STRUCTURAL MEMBERS

CL SUPPORT POST

CAT WALK CENTERLINE GRID

PROVIDE ACCES TO CABLE BANK AT VERTICAL CABLE

LADDER INDICATED IN PLAN

OTHER DETAILS

TOC REFER TO

SEE PLAN

NOTE:

1. CONDITION AT ROOF SLOPE NOT SHOWN. AT SIM REFER TO PLAN FOR ROOF SLOPE CONDITIONS

2. CABLE TRAY MUST BE DESIGNED TO ACCOMODATE CABLE DEAD LOAD ALLOWANCE OF 20 PLF ALONG THE LENGTH OF THE

CABLE TRAY. DESIGN MUST ACCOUNT FOR THIS LINE LOAD TO OCCUR AT ANY LOCATION ACROSS THE WIDTH OF THE TRAY.

14CC-S-585

A1 2'-8"

4" 5"

PROVIDE RIGID (MOMENT) FRAME CONNECTION AT EACH POSTTOS VARIES

1' -6

1'

-6

6"

3' -6

1' -1

1/

2"

TOP OF PLATE

CABLE DL ALLOWANCE (SEE DETAIL NOTE 2)

DETAIL NOTE 1

SEE PLAN

CL SUPPORT POST

EDGE OF ROOF

NOTES:

1. NON-SYMETRICAL BASE PLATES FOR CAT WALK POSTS MAY BE REQUIRED TO MAINTAIN

CONCRETE ANCHORAGE EDGE DISTANCES. DELEGATED DESIGN ENGINEER TO PROVIDE

BASE PLATE AND ANCHOARGE DESIGN AS PART OF DELEGATED CAT WALK DESIGN.

2. POST INSTALLED ANCHORAGE EMBEDMENT HOLES REQUIRED MUST NOT INTERFERE WITH

ROOF REINF.

D E

T A

IL

N

O T

E

N O

M

IN

A L

1" G

R O

U T

ANCHOR TYP

8"

SS PAD EYE, CONTRACTOR MUST

PROVDE PAD EYE CAPABLE OF

DEVELOPING LOAD INDICATED

STENCILED STATEMENT ON POST

MUST READ "GUY WIRE ATTACHMENT

ONLY, NOT FOR FALL PROTECTION"

SS PIPE 3 STD

(4)-SS 1/2" ADHESIVE

ANCHOR EMBEDDED 4"

REINFORCEMENT NOT

SHOWN FOR CLARITY

ANCHORS INTENDED FOR

DEPLOYABLE ROOF ANTENNAS.

ANCHORS MUST NOT BE USED

FOR FALL PROTECTION

SEE PLAN FOR ROOF SLOPE

PIPE TO BE PLUMB

MAX ULTIMATE TENSILE LOAD

IN ANY DIRECTION: 2600 LB

SS 5/8" PL

1/4

SEAL WELD

1/4

SEAL WELD

SEE DETAIL B2

THIS SHEET

7"

E Q

5" E

Q

7"

EQ 5" EQ

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

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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

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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

/1 /2

:4

:2

A

M

C R e v it \l o c a l_

\P

C C

A

S

S to

.r v t

14CC-S-585

C O

M M

A N

D C

E N

T E

R

R O

O F

T O

P D

E T

A

IL

S

KMO

17323575

AOB ARK

G U

A M

C C

-S -5

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" = 1'-0" 0 3" 6" 1'

1 1/2" = 1'-0" 0 6" 1' 2'3"

3/4" = 1'-0" 0 1' 2' 4'6"

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET NAMING CONVENTION

SCALE: 3/4" = 1'-0"

A3

TYPICAL CATWALK SECTION

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

A1

DETAIL

A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE

SHEETS 14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.

B. ALL STRUCTURAL STEEL UTILIZED FOR THE CONNECTIONS AND

ANCHORS MUST BE STAINLESS STEEL.

C. CATWALKS INCLUDING BEAMS, HANDRAIL, GRATING, CONNECTIONS

AND ANCHORAGE ARE A DELEGATED DESIGN ITEM. REFER TO

GENERAL NOTES FOR LIVE LOAD AND WIND LOAD PARAMETERS. THE

SEISMIC LOAD PARAMETERS ARE AS FOLLOWS:

1. VERTICAL SEISMIC ACCELERATION (Ev): +/-2.23g

2. HORIZONTAL SEISMIC ACCELERATION (Eh): 1.4g

SCALE: 3" = 1'-0"

C3

TYPICAL GUY WIRE ANCHOR POINTS

SCALE: NOT TO SCALE

B2

POST INSTALLED ANCHOR LAYOUT

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

C

A B

LE

T

R A

Y C

A P

A C

IT

Y

D

E C

E M

B E

R

12/19/2024

C

B.7

'-0

32'-0"

9' -3

/2

'-5

9' -3

/2

8'-3" 7'-9" 7'-9" 8'-3"

5'-6"

5' -6

SEE PLAN

S E

E P

LA

N

A1

14CC-S-842

MAT

FOUNDATION

TOWER NOTIONAL

FOOTPRINT ABOVE

PEDESTAL CL TYP

PEDESTAL TOC EL 92'-6" TYP

C3

14CC-S-842

TYP

T Y

P

EQEQ

SEE PLAN

E Q

E Q

S E

E P

LA

N

40 #9 TIE TYP

TOWER ANCHORS

NOTIONALLY

SHOWN. ANCHOR

SIZE AND

PLACEMENT BY

CONTRACTOR.

CB.7

4' -0

SEE PLAN

SEE PLAN

TOC SLAB EL 82'-0"

PEDESTAL DOWELS NOT SHOWN.

SEE C3/14CC-S-842

PEDESTAL REINF

NOT SHOWN.

SEE C2/14CC-S-842

PEDESTAL

BEYOND

SEE CIVIL TYP

FINISHED GRADE EL

SEE PLAN

PEDESTAL TOC

TOWER LEG, BASE

PLATE, AND ANCHORS

NOT SHOWN

#9 @ 8" T&B EW

(1) #9 EACH FACE

#4 U-BAR @ 8"

EACH FACE

#4 STIRRUP@ 8" EW SEE

C1/14CC-S-842 FOR PLAN

LOCATIONS

SELECT GRANULAR

MATERIAL

C2

14CC-S-842

#4@12" TIE SETS

UNO

DESIGN AND PROVIDE TOWER,

BASE PLATE ASSEMBLY,

GROUT, AND ANCHORS.

MAT FOUNDATION

DOWELS TO MATCH

PEDESTAL VERT REINF

SEE OTHER DETAILS

TOC EL

5"

SEE PLAN

TOC EL

(2) #4 TIE SETS

M

IN

3"

(2) #4 TIE SETS

IF HEADED STUDS USED

C

B.7

MAT

FOUNDATION

STIRRUP EXTENTS

PEDESTAL

16'-0"

'-0

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

/1 /2

:3

:2

A

M

C R e v it \l o c a l_

\P

C C

A

S

S to

.r v t

14CC-S-842

C O

M M

A N

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E N

T E

R

S

IT

E F

O U

N D

A T

IO

N

S

T O

W E

R

LHT

17323681

AOB ARK

G U

A M

C C

-S -8

FINAL DESIGN SUBMITTAL

SCALE: 1/4" = 1'-0"

A3

ANTENNA TOWER FOUNDATION 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'

1/4" = 1'-0" 0 4' 8' 12'2'

1/8" = 1'-0" 0 8' 16' 24'4'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

PLAN

NORTH

SHEET NAMING CONVENTION

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

C2

PEDESTAL SECTION

A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE

SHEETS 14CC-S-001 THROUGH 14CC-S-006 AND 14GI-S-010.

B. TOWER FOUNDATION DESIGNED TO RESIST LRFD LOADS OF 158 KIPS

OF WIND BASE SHEAR AND A WIND OVERTURNING MOMENT OF 12600

KIP-FT.

C. CONTRACTOR TO DESIGN TOWER AND INCLUDE A COMPLETE

STRUCTURAL ANALYSIS OF THE FOUNDATION SHOWN ON THIS

SHEET.

SCALE: 1/4" = 1'-0"

A1

ANTENNA TOWER FOUNDATION SECTION

SCALE: 1/4" = 1'-0"

C3

ANTENNA TOWER SECTION

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

C1

MAT SHEAR REINFORCEMENT SECTION

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

T

O W

E R

L E

G S

P A

C

IN

G

D E

C 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

S7

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

S7

A6

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

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

A3

A6

S4 S4

S7

S7

S7

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

:3

: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-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

F

IR

E

/S M

O K

E B

A R

R

IE

R S

D

E C

E M

B E

R

12.19.2024

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

S7

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

S7

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

:3

:0

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-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

F

IR

E

/S M

O K

E B

A R

R

IE

R S

D

E C

E M

B E

R

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

S7

A6

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 A6

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

4 4

4 4

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

:3

:0

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

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

F

IR

E

/S M

O K

E B

A R

R

IE

R S

D

E C

E M

B E

R

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

S7

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

S7

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

:3

:0

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-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

F

IR

E

/S M

O K

E B

A R

R

IE

R S

D

E C

E M

B E

R

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

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.

C

TOC EL

86'-10"

TOC FIRST FLOOR

COMPOSITE SLAB

98'-0"

D

TOC LOW ROOF AT

GRID C

125'-9 3/4"

A1

14CC-A-304

156 157 158 139

14CC-A-542

B1

155A

07 05

09 TYP

15 42

14CC-A-542

A3

14CC-A-531

A2

14CC-A-541

B2

14CC-A-101

C4

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

:3

:1

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-303

C O

M M

A N

D C

E N

T E

R

S E

C T

IO

N

CMA

17323751

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

3/16" = 1'-0" 0 4' 8' 16'2'

GRAPHIC SCALE(S)

SHEET KEYNOTES

SHEET NAMING CONVENTION

SCALE: 3/16" = 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

F

IN

IS

H C

O R

R E

C T

IO

N

S

D E

C 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

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

:3

:1

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

F

IN

IS

H C

O R

R E

C T

IO

N

S

D E

C E

M B

E R

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

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"

S7

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

:3

:1

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-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

F

IN

IS

H C

O R

R E

C T

IO

N

S

D E

C E

M B

E R

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

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…