Am-0004 Attachment 1_Revised Drawings dtd 11-15-2024.pdf

GFGI PHONE/NETWORK EQUIPMENT

1'-8"

TOP VIEW

FRONT VIEW

1'-8"

TOP VIEW

FRONT VIEW

PROVIDE STAINLESS STEEL STRUCTURAL

FRAME.

20"W X 24" H X 6" D. OUTDOOR NEMA 4X

STAINLESS STEEL LOCKABLE ENCLOSURE.

SEE SHEET 14ST-TS512 DETAIL A3.

1-1/4" CONDUIT TO COMMUNICATIONS MANHOLE

ANCHORAGE TO FOUNDATION SHOWN

NOTIONALLY. SEE ANCHOR NOTES ON

SHEET 14PP-S-005.

1-1/4" CONDUIT TO AMI WATER METER 1" POWER CONDUIT TO MPC-14UL61102

DESIGN FOR ENVIRONMENTAL LOADING

PER SHEET14ST-S-002.

CONCRETE PAD

SHOWN NOTIONALLY.

(M

IN

SATISFACTORY TO DATE

APPROVED

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

A/E Task Order No. N6274223F0324

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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

GENERAL SHEET NOTES

SHEET KEYNOTES

SHEET NAMING CONVENTION

A. SEE SHEET 14GI-T-001 FOR GENERAL NOTES AND LEGENDS. SEE SHEET 14GI-E-001 FOR

ABBREVIATIONS.

B. CONTRACTOR IS RESPONSIBLE FOR STRUCTURAL DESIGN OF SUPPORT FRAME, INCLUDING

SEISMIC BRACING AND ANCHORAGE TO FOUNDATION.

SCALE: NOT TO SCALE

A1

WEATHERPROOF PHONE ENCLOSURE DETAIL

01. 24 STRAND WALL MOUNTED FIBER PATCH PANEL.

02. SEE SHEET 14ST-TS602 FOR FIBER ROUTING AND QUANTITY.

03. 20" W X 24" H X 6" D (MIN) 316 STAINLESS STEEL LOCKABLE ENCLOSURE.

04. RTU/ETHERMETER (APPROXIMATE SIZE 8"X5" ONLY) REQUIRED FOR AMI WATER METER, NOT

FOR AMI ELECTRICAL METER. RTU/ETHERMETER PROVIDED BY CIVIL CONTRACTOR.

SCALE: NOT TO SCALE

A3

AMI WATER METER INTERFACE ENCLOSURE DETAIL

SCALE: NOT TO SCALE

C3

AMI WATER METER ENCLOSURE PEDESTAL MOUNT DETAIL

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UP

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122 123

120A

238' - 8"

TRAVEL DISTANCE: B

287' - 0"

TRAVEL DISTANCE: A

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TRAVEL DISTANCE: F

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11'-8 3/4"

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A R

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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

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EXIT ACCESS SEPARATION DIMENSION

164'-1 1/2"

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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 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

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

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A/E INFO

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

A/E Task Order No. N6274223F0324

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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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SATISFACTORY TO DATE

APPROVED

ACTIVITY

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A/E INFO

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B

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1 2 3 4 5

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

A/E Task Order No. N6274223F0324

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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

SHEET NAMING CONVENTION

TOTAL NUMBER OF OCCUPANTS: 348

159 MECH/ELEC/EQUIPMENT 7,540.00 500 15

158 MECH/ELEC/EQUIPMENT 495.00 500 1

157 BUSINESS USE 253.00 150 2

156 BUSINESS USE 174.00 150 1

155 BUSINESS USE 235.00 150 2

154 BUSINESS USE 973.00 150 6

153 BUSINESS USE 968.00 150 6

152 BUSINESS USE 235.00 150 2

151 BUSINESS USE 235.00 150 2

150 BUSINESS USE (CONCENTRATED) 584.00 50 12

149 BUSINESS USE 374.00 150 2

148 BUSINESS USE 122.00 150 1

147 BUSINESS USE 55.00 150 0

146 MECH/ELEC/EQUIPMENT 1,030.00 500 2

145 MECH/ELEC/EQUIPMENT 1,571.00 500 3

144 MECH/ELEC/EQUIPMENT 1,571.00 500 3

143 MECH/ELEC/EQUIPMENT 1,023.00 500 2

142 BUSINESS USE 36.00 150 0

141 BUSINESS USE (CONCENTRATED) 3,613.00 50 72

140 BUSINESS USE (CONCENTRATED) 3,652.00 50 73

139 BUSINESS USE 1,431.00 150 10

138 BUSINESS USE 55.00 150 0

137 MECH/ELEC/EQUIPMENT 4,885.00 500 10

136 MECH/ELEC/EQUIPMENT 273.00 500 1

135 MECH/ELEC/EQUIPMENT 3,522.00 500 7

134 BUSINESS USE 229.00 150 2

133 BUSINESS USE 438.00 150 3

132 MECH/ELEC/EQUIPMENT 430.00 500 1

131 BUSINESS USE 153.00 150 1

130 MECH/ELEC/EQUIPMENT 4,653.00 500 9

129 BUSINESS USE 70.00 150 0

128 BUSINESS USE 998.00 150 7

127 BUSINESS USE 326.00 150 2

126 BUSINESS USE 323.00 150 2

125 BUSINESS USE 93.00 150 1

124 MECH/ELEC/EQUIPMENT 312.00 500 1

123 MECH/ELEC/EQUIPMENT 216.00 500 0

122 BUSINESS USE 259.00 150 2

121 BUSINESS USE 259.00 150 2

120B BUSINESS USE 42.00 150 3

120A BUSINESS USE 376.00 150 3

119 BUSINESS USE 119.00 150 1

118 BUSINESS USE 822.00 150 5

116 BUSINESS USE 315.00 150 2

115 BUSINESS USE 178.00 150 1

114 BUSINESS USE 177.00 150 1

113 BUSINESS USE 176.00 150 1

112 BUSINESS USE 159.00 150 1

111 BUSINESS USE (CONCENTRATED) 601.00 50 12

110 BUSINESS USE 337.00 150 2

109 BUSINESS USE (CONCENTRATED) 1,137.00 50 23

108 BUSINESS USE 872.00 150 6

107 BUSINESS USE 890.00 150 6

106 BUSINESS USE 652.00 150 4

105 BUSINESS USE 461.00 150 3

104 BUSINESS USE 292.00 150 2

103 BUSINESS USE 330.00 150 2

102 BUSINESS USE 145.00 150 1

101 BUSINESS USE 134.00 150 1

ROOM NO. NFPA 101 USE AREA (SF) OCCUPANCY LOAD AREA (SF/PERSON) TOTAL NO. OF OCCUPANTS

OCCUPANCY LOAD TABLE

BUILDING CODE / LIFE SAFETY ANALYSIS

1. APPLICABLE CODES AND STANDARDS

• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES WITH CHANGE 6; MAY 2021

• UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION SYSTEMS WITH CHANGE 1; JANUARY

• INTERNATIONAL BUILDING CODE (IBC), 2024

• NFPA 1, 2024 FIRE CODE

• NFPA 10, 2022 STANDARD FOR PORTABLE FIRE EXTINGUISHERS

• NFPA 13, 2022 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

• NFPA 72, 2022 NATIONAL FIRE ALARM AND SIGNALING CODE

• NFPA 76, 2024 STANDARD FOR THE FIRE PROTECTION OF TELECOMMUNICATIONS

FACILITIES

• NFPA 90A, 2024 STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND

VENTILATING SYSTEMS

• NFPA 101, 2024 LIFE SAFETY CODE

• NFPA 2001, 2022 STANDARD ON CLEAN AGENT EXTINGUISHING SYSTEMS

• ICC 500, 2020 ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM

SHELTERS

2. LIFE SAFETY ANALYSIS DESIGN CRITERIA

BUILDING CODE DESIGN CRITERIA IS DEFINED IN UFC 3-600-01. THE IBC DETERMINES BUILDING

CONSTRUCTION TYPE, ALLOWABLE FLOOR AREA, BUILDING HEIGHT LIMITATION, BUILDING

SEPARATION DISTANCES, AND THE REQUIRED FIRE RESISTANCE RATING FOR VARIOUS BUILDING ELEMENTS. NFPA 101 ESTABLISHES THE MEANS OF EGRESS REQUIREMENTS. IBC AND NFPA 101

CRITERIA APPLY UNLESS OTHER REQUIREMENTS ARE SUPERSEDED BY HN OR CLIENT-PROVIDED

DOCUMENTATION.

3. OCCUPANCY (IBC CHAPTER 3):

BUSINESS GROUP: B

ALL AREAS OF FACILITY UNLESS NOTED AS F-1 BELOW

MODERATE HAZARD FACTORY INDUSTRIAL GROUP: F-1

ROOM 130, ROOM 135, ROOM 137, OPEN-AIR BAY 159. ROOM 143, ROOM 144, ROOM 145,

ROOM 146, ROOM 158.

BUILDING IS DESIGNED AS A MIXED-USE FACILITY. THESE OCCUPANCIES ARE NON-SEPARATED AND

THEREFORE, ARE RESTRICTED TO THE MOST LIMITED OCCUPANCY AREA PROVISION FOR ALL

OCCUPANCIES (IBC PARAGRAPH 508.3.2)

SEE 14CC-GI001 FOR LIFE SAFETY FLOOR PLAN AND BOUNDARIES OF IBC OCCUPANCY GROUPS.

4. CONSTRUCTION TYPE (IBC TABLE 601)

CONSTRUCTION TYPE ALLOWABLE: TYPE I - TYPE V

CONSTRUCTION TYPE PROVIDED: IIB

5. SPRINKLER PROTECTION

FACILITY IS PROTECTED WITH AUTOMATIC SPRINKLER SYSTEMS.

6. ALLOWABLE BUILDING HEIGHT (IBC TABLE 504.3)

AVERAGE GRADE PLANE CALCULATION:

(518.83 + 518.83 + 509.33 + 509.33) / 4 = 514.08'

FACILITY HEIGHT: 562.33' - 514.08' = 48.25'

GROUP B ALLOWABLE HEIGHT: 75 FT

GROUP F-1 ALLOWABLE HEIGHT: 75 FT

ACTUAL HEIGHT: 48'-2"

7. ALLOWABLE NUMBER OF STORIES (IBC TABLE 504.4)

GROUP B ALLOWABLE STORIES: 4 STORIES

GROUP F-1 ALLOWABLE STORIES: 3 STORIES

ACTUAL STORIES: 1 STORY

8. ALLOWABLE BUILDING AREA – PER STORY (IBC TABLE 506.2)

GROUP B ALLOWABLE AREA: 92,000 SQ FT

GROUP F-1 ALLOWABLE AREA: 62,000 SQ FT

ACTUAL AREA: 56,840 SQ FT

9. FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS (IBC TABLE 601)

PRIMARY STRUCTURAL STEEL: 0

EXTERIOR BEARING WALLS: 0

INTERIOR BEARING WALLS: 0

EXTERIOR NONBEARING WALLS AND PARTITIONS: 0

INTERIOR NONBEARING WALLS AND PARTITIONS: 0

FLOOR CONSTRUCTION AND SECONDARY MEMBERS: 0

ROOF CONSTRUCTION AND SECONDARY MEMBERS: 0

10. SPECIAL PROVISIONS FIRE RESISTANCE RATINGS

ROOMS 143 AND 146: 2 HOUR (UFC 3-520-05 & NFPA 855 SECTION 9.6.4)

ROOM 130: 1 HOUR (NFPA 76 SECTION 8.3)

ROOM 135: 1 HOUR (NFPA 76 SECTION 8.3)

ROOM 158: 1 HOUR (NFPA 76 SECTION 8.3)

ROOMS 140 AND 141: 2 HOUR (CLIENT DIRECTED)

ROOM 107: 2 HOUR (CLIENT DIRECTED)

STRUCTURAL ELEMENTS SUPPORTING BARRIERS GREATER THAN 1 HOUR: 2 HOUR (NFPA 101 8.2.3.3)

11. EXTERIOR WALL FIRE SEPARATION DISTANCE (TABLE 705.5)

CONSTRUCTION TYPE OF FACILITY IS TYPE IIB AND MAINTAINS A MINIMUM FIRE SEPARATION DISTANCE OF 37'-0" FROM THE NEAREST BUILDING OR STRUCTURE. NO EXTERIOR FIRE RATING OR

BUILDING EXPOSURE PROTECTION IS REQUIRED.

12. FIRE AND SMOKE PROTECTION FEATURES

OPENING PROTECTIVES (IBC SECTION 716)

FIRE-RESISTANCE-RATED GLAZING TESTED AS PART OF A FIRE-RESISTANCE-RATED WALL ASSEMBLY WILL NOT OTHERWISE BE REQUIRED TO COMPLY WITH THIS SECTION. FIRE DOOR ASSEMBLIES ARE REQUIRED TO HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES WHERE LOCATED IN CORRIDOR WALLS OR SMOKE BARRIER

WALLS (IBC SECTION 716.5.3).

NFPA 101 MEANS OF EGRESS

13. NFPA 101 USE (NFPA 101 SECTION 6.1)

NEW BUSINESS (CHAPTER 38)

ALL AREAS OF FACILITY UNLESS NOTED AS INDUSTRIAL USE.

INDUSTRIAL (CHAPTER 40)

GENERAL INDUSTRIAL: ROOM 137, OPEN-AIR BAY 159, ROOM 143, ROOM 144, ROOM 146, ROOM 145.

SPECIAL-PURPOSE INDUSTRIAL: ROOM 130, ROOM 135, ROOM 158.

14. LIMITED ACCESS STRUCTURES (NFPA 101 SECTION 11.7.3)

THIS FACILITY IS CONSIDERED A LIMITED ACCESS STRUCTURE AS DEFINED BY NFPA 101 SECTION 3.3.284.3.

PROVISIONS REQUIRED FOR LIMITED ACCESS STRUCTURES ARE AS FOLLOWS:

STRUCTURES SHALL BE PROTECTED BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM.

(NFPA 101 SECTION 11.7.3.4)

STRUCTURES SHALL BE PROVIDED WITH EMERGENCY LIGHTING. (NFPA 101 SECTION 11.7.3.5)

15. OCCUPANT LOAD

SEE OCCUPANT LOAD TABLE WITHIN THIS LIFE SAFETY ANALYSIS FOR THE OCCUPANT LOAD OF SPECIFIC AREAS.

16. REQUIRED NUMBER OF EXITS (NFPA 101 SECTION 7.4)

NOT LESS THAN TWO MEANS OF EGRESS WILL BE PROVIDED ON EVERY STORY (NFPA 101 7.4.1.1) AND NOT LESS THAN TWO SEPARATE EXITS WILL BE ACCESSIBLE FROM EVERY PART OF EVERY STORY (NFPA 101 7.5.1.1.1).

PROVIDED NUMBER OF EXITS: 4 TOTAL

EXIT DISCHARGE TO A PUBLIC WAY IS REQUIRED FOR EACH EXIT. (NFPA 101 7.7, 38.2.7)

EXIT DISCHARGE TO EXTERIOR IS PROVIDED WITH PROVISIONS OF A SITE MUSTER LOCATION WITHIN THE SECURE

FENCE LINE.

17. REQUIRED ARRANGEMENT OF EXITS (NFPA 101 SECTION 7.5)

IN BUILDINGS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM, THE MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS WILL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION

OF THE BUILDING OR AREA TO BE SERVED (NFPA 101 7.5.1.3.3).

ACTUAL: ALL EXITS ARE SEPARATED TO MEET THE REQUIREMENT, SEE 14CC-GI001

EXIT ACCESS FROM ROOMS OR SPACES WILL BE PERMITTED TO BE THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS, PROVIDED THESE ROOMS OR AREAS ARE ACCESSORY TO THE AREA SERVED (NFPA 7.5.1.6).

18. REQUIRED EXIT COMPONENT WIDTHS (NFPA 101 SECTION 7.3)

EXIT COMPONENT WIDTH: 0.2-INCH WIDTH PER PERSON (NFPA 101 TABLE 7.3.3.1), WITH 44-INCH MINIMUM CLEAR FOR

BUSINESS (NFPA 101 38.2.3)

CORRIDOR 108 ACTUAL (WORST CASE): 65 INCHES

CORRIDOR 139 ACTUAL: 94.375 INCHES

THE MINIMUM WIDTH OF ANY MEANS OF EGRESS NOT SPECIFICALLY LISTED IS 36-INCHES MINIMUM (NFPA 101 7.3.4.1).

THE REQUIRED DOOR WIDTH OF BUSINESS USES AND INDUSTRIAL USES IS 0.2-INCHES PER PERSON (NFPA 101

TABLE 7.3.3.1) WITH 32-INCHES MINIMUM CLEAR WIDTH (NFPA 101 7.2.1.2.3.2):

ACTUAL (WORST CASE) 120C AND 159B: 33 INCHES

ACTUAL (ALL OTHER EXIT DOORS): 69 INCHES

DOOR LEAVES ARE REQUIRED TO SWING IN THE DIRECTION OF EGRESS WHERE SERVING A ROOM OR AREA

WITH AN OCCUPANT LOAD OF 50 OR MORE.

EXITS MUST BE ARRANGED SO THE LOSS OF ANY ONE EXIT STILL PROVIDES EXIT CAPACITY FOR AT LEAST 50% OF

THE REQUIRED CAPACITY (NFPA 101 7.3.1.1.2).

19. EXIT CAPACITY CALCULATIONS

EXIT 101 (MAIN ENTRANCE): 266 OCCUPANTS X 0.2 = 53.2 INCHES WIDTH REQUIRED

ACTUAL DOOR: 69 INCHES

ACTUAL CORRIDOR (WORST CASE): 65 INCHES

EXIT 120C (PLAN NW): 40 OCCUPANTS X 0.2 = 8 INCHES (MIN 44 INCHES COMPONENT WIDTH, 32 INCHES FOR DOORS)

ACTUAL DOOR: 33 INCHES

ACTUAL CORRIDOR: 65 INCHES

EXIT 147 (PLAN W): 65 OCCUPANTS X 0.2 = 13 INCHES (MIN 44 INCHES COMPONENT WIDTH, 32 INCHES FOR DOORS)

ACTUAL DOOR: 69 INCHES

ACTUAL CORRIDOR: 82 INCHES

EXIT 159B (PLAN SE): 23 OCCUPANTS X 0.2 = 5 INCHES (MIN 44 INCHES COMPONENT WIDTH, 32 INCHES FOR DOORS)

ACTUAL DOOR: 33 INCHES

ACTUAL CORRIDOR: NA

20. MARKING OF MEANS OF EGRESS (NFPA 101 SECTION 7.10)

MEANS OF EGRESS SIGNAGE SHALL BE AS STATED IN PARAGRAPH 7.10, THERE ARE NO SPECIAL REQUIREMENTS.

21. INTERIOR FINISH RATINGS (NFPA 101 SECTION 7.1.4.1)

ENTRY VESTIBULES WALLS AND CEILINGS: CLASS A MINIMUM

FLOORS: NO REQUIREMENT

22. TRAVEL DISTANCES (NFPA 101 SECTION 7.6)

DEAD END CORRIDORS:

BUSINESS USE (CH 38.2.5.3.1) ALLOWABLE: 50 FT

INDUSTRIAL USE (CH 40 TABLE 40.2.5.1) ALLOWABLE: 50 FT

ACTUAL: 46'-5"

COMMON PATH OF TRAVEL:

BUSINESS USE (CH 38.2.5.2.1) ALLOWABLE: 100 FT

INDUSTRIAL USE (CH 40 TABLE 40.2.5.1) ALLOWABLE: 100 FT

ACTUAL: 98'-8"

MAXIMUM TRAVEL DISTANCE:

BUSINESS USE (CH 38.2.6.3) ALLOWABLE: 300 FT

GENERAL INDUSTRIAL USE (CH 40 TABLE 40.2.6.1) ALLOWABLE: 250 FT

SPECIAL-PURPOSE INDUSTRIAL USE (CH 40 TABLE 40.2.6.1) ALLOWABLE: 400 FT

ACTUAL: 239'-8"

ACTUAL (SPECIAL PURPOSE) 287'-0"

A SINGLE EXIT SHALL BE PERMITTED FOR A ROOM OR AREA WITH A TOTAL DISTANCE OF TRAVEL FROM ANY POINT, INCLUDING TRAVEL WITHIN AN EXIT, SHALL NOT EXCEED THE COMMON PATH OF TRAVEL

LIMITATIONS.

SEE THE EGRESS ROUTE DISTANCE TABLE ON THE LIFE SAFETY PLAN SHEET 14CC-GI001.

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

F

IR

E

B A

R R

IE

R

U P

D

N O

V E

M B

E R

1 1

11/14/2024

RATED STUD WALL ASSEMBLY

DUCT INSULATION AS SCHEDULED

DUCT AS SCHEDULED

FIRE DAMPER SLEEVE

RETAINING ANGLES FRAMING

SLEEVE, BOTH SIDES OF OPENING

FIRESTOP SEALANT

FIRE STOP PACKING MATERIAL

FIRE DAMPER

UL ASSEMBLY W-L-7024

FIRESTOP SEALANT

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

: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-GI201

F

IR

E S

T O

P P

IN

G

D E

T A

IL

S

CMA

17323497

JLG MDE

G U

A M

C C

-G I2

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

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

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET NAMING CONVENTION

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

C3

FIRESTOP - DUCT PENETRATION

1. SEE 14CC-S-561, 14CC-S-562, 14CC-S-61, AND 14CC-S-611 FOR RATED

FLOOR PENETRATION DETAILS AND PENETRATION SCHEDULES

S Y

M D

E S

C R

IP

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D A

TE

A

P P

R

U

L A

S S

E M

B

LY

A D

D

N O

V E

M B

E R

41 1

11.14.2024

11/14/2024

QFPE

PRECAST WALL

DUCT INSULATION AS SCHEDULED

DUCT AS SCHEDULED

FIRE DAMPER SLEEVE

RETAINING ANGLES FRAMING

SLEEVE, BOTH SIDES OF OPENING

FIRESTOP SEALANT

FIRE STOP PACKING MATERIAL

FIRE DAMPER

UL ASSEMBLY W-J-7009

FIRESTOP SEALANT

CONDUIT/UNINSULATED PIPE

FIRESTOP SEALANT

FIRESTOP PACKING

MATERIAL

PRECAST WALL PANEL

UL ASSEMBLY W-J-8043

METAL PIPE JACKET

6" 6"

INSULATED PIPE

CONDUIT/UNINSULATED PIPE

FIRESTOP SEALANT

FIRESTOP PACKING

MATERIAL

FIRE RATED STUD WALL ASSEMBLY

UL ASSEMBLY W-L-8079

INSULATED PIPE

6" 6"

METAL PIPE JACKET

CABLE TRAY-MAX 24"W x 4"H

FIRESTOP SYSTEM

RATED STUD WALL ASSEMBLY

UL ASSEMBLY W-L-4087

FIRESTOP SEALANT

CABLE TRAY-MAX 24"W x 6"H

FIRESTOP SYSTEM

PRECAST WALL

UL ASSEMBLY W-J-4027

FIRESTOP SEALANT

FIRESTOP PACKING MATERIAL

PRECAST WALL PANEL

UL ASSEMBLY W-J-5035

METAL PIPE JACKET

6" 6"

INSULATED PIPE

CONDUIT/UNINSULATED PIPE

FIRESTOP SEALANT

FIRESTOP PACKING

MATERIAL

PRECAST WALL PANEL

UL ASSEMBLY C-AJ-1535 FOR STEEL/IRON/COPPER PIPE, METALLIC CONDUIT, COPPER PIPE

UL ASSEMBLY C-AJ-2899 FOR PVC, CPVC, RIGID NONMETALLIC CONDUIT

CONDUIT/UNINSULATED PIPE

FIRESTOP SEALANT

METALLIC SLEEVE

FIRE RATED WALL ASSEMBLY

UL ASSEMBLY W-L-1027 FOR STEEL PIPE, METALLIC CONDUIT, COPPER TUBING

UL ASSEMBLY W-L-2055 FOR PVC

FIRESTOP PACKING MATERIAL

FIRESTOP SEALANT

FIRESTOP SEALANT

STEEL SLEEVE

FIRE RATED STUD WALL ASSEMBLY

UL ASSEMBLY W-L-5223 FOR STEEL PIPE

METAL PIPE JACKET

6" 6"

INSULATED PIPE

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

:4

P

M

C R e v it \l o c a l_

\P

C C

A

S e d m o n d s m

.r v t

14CC-GI202

F

IR

E S

T O

P P

IN

G

D E

T A

IL

S

CMA

17323498

JLG MDE

G U

A M

C C

-G I2

FINAL DESIGN SUBMITTAL

009SCALE: 1/2" = 1'-0"

A1

FIRESTOP - DUCT PENETRATION

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

A2

FIRESTOP - MULTIPLE PENETRATIONS

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'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET NAMING CONVENTION

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

A3

FIRESTOP - MULTIPLE PENETRATIONS

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

D1

FIRESTOP - CABLE TRAY PENETRATION

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

B1

FIRESTOP - CABLE TRAY PENETRATION

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

B2

FIRESTOP - INSULATED PIPE PENETRATION

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

D2

FIRESTOP - CONDUIT/PIPE PENETRATIONS

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

D3

FIRESTOP - CONDUIT/PIPE PENETRATIONS

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

B3

FIRESTOP - INSULATED PIPE PENETRATION

1. SEE 14CC-S-561, 14CC-S-562, 14CC-S-61, AND 14CC-S-611 FOR RATED

FLOOR PENETRATION DETAILS AND PENETRATION SCHEDULES

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

U

L A

S S

E M

B

LY

A D

D

N O

V E

M B

E R

1 1

1 1

11.14.2024

11/14/2024

QFPE

3 4

E

D

2.7 3.3 3.7

D.5

C.7

C.5

C.3

M A

T C

H

LI

N E

A

C C

-S -1

MATCHLINE

A1 / 14CC-S-125

005D 007D

009D

012D

011D

010D

013D

016D

014D 015D

017D

021D

018D

XXX

PRECAST FLOOR PENETRATION FOR CONDUITS 1.5 INCH AND

LARGER. WORKPOINT IS LOCATED AT THE CENTER OF OPENING.

SEE CONDUIT PENETRATION SCHEDULE ON SHEET 14CC-S-610

AND 14CC-S-611.

PRECAST FLOOR PENETRATION FOR PIPES. WORKPOINT IS

LOCATED AT THE CENTER OF OPENING. SEE CONDUIT

PENETRATION SCHEDULE ON SHEET 14CC-S-610 AND 14CC-S-611.

XXX

PRECAST RECTANGULAR FLOOR PENETRATION FOR PIPES, DUCT,

CONDUIT GROUPS, AND SIMILAR. WORKPOINT IS LOCATED AT THE

CENTER OF OPENING. SEE CONDUIT PENETRATION SCHEDULE ON

SHEET 14CC-S-610 AND 14CC-S-611.

XXX

PRECAST DOUBLE TEE AND CAST IN PLACE FLOOR BEAM

EMBEDED PLATES IN BOTTOM OF FLANGE OF TEES AND BOTTOM

OR SIDES OF FLOOR BEAMS. SEE EMBEDDED PLATE SCHEDULE

ON S-620.

XXX

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

:2

:2

P

M

C R e v it \l o c a l_

\P

C C

A

S

S to

.r v t

14CC-S-123

C O

M M

A N

D C

E N

T E

R

F

IR

S T

F

LO

O R

P

LA

N

P E

N E

T R

A T

IO

N

S

A R

E A

B

KMO

17323511

AOB ARK

G U

A M

C C

-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

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

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

LEGEND

PLAN

NORTH

SHEET NAMING CONVENTION

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

A1

FIRST FLOOR PLAN - PENETRATIONS - AREA B

A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE SHEETS

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

B. CONDUIT PENETRATIONS INDICATED ON THIS DRAWINGS ARE FOR

CONDUITS 1.5 INCH AND LARGER ONLY. PRECAST MANUFACTURER TO

COORDINATE SMALLER CONDUIT OPENINGS WITH THE GENERAL

CONTRACTOR.

C. NOT ALL PIPE OPENINGS AND PENETRATIONS ARE SHOWN. CONTRACTOR

TO COORDINATE ROUTING, OPENING AND PENETRATIONS PER

SPECIFICATION.

D. SEE 14CC-S-561 AND 14CC-S-562 FOR FLOOR PENETRATION DETAILS.

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

P

E N

E T

R A

T

IO

N U

P D

N

O V

E M

B E

R

11/13/2024

B

C

A

1.5 2.3

C.3

B.7

B.3

MATCHLINE

A1 / 14CC-S-122

M A

T C

H

LI

N E

A

C C

-S -1

022D

023D

024D

025D

008 026D 027 028D

029D

030D

031D

036D

037D

038D

039D

040D

D2

14CC-S-581

A3

14CC-S-211

700 703

814813

066D

067D

XXX

PRECAST FLOOR PENETRATION FOR CONDUITS 1.5 INCH AND

LARGER. WORKPOINT IS LOCATED AT THE CENTER OF OPENING.

SEE CONDUIT PENETRATION SCHEDULE ON SHEET 14CC-S-610

AND 14CC-S-611.

PRECAST FLOOR PENETRATION FOR PIPES. WORKPOINT IS

LOCATED AT THE CENTER OF OPENING. SEE CONDUIT

PENETRATION SCHEDULE ON SHEET 14CC-S-610 AND 14CC-S-611.

XXX

PRECAST RECTANGULAR FLOOR PENETRATION FOR PIPES, DUCT,

CONDUIT GROUPS, AND SIMILAR. WORKPOINT IS LOCATED AT THE

CENTER OF OPENING. SEE CONDUIT PENETRATION SCHEDULE ON

SHEET 14CC-S-610 AND 14CC-S-611.

XXX

PRECAST DOUBLE TEE AND CAST IN PLACE FLOOR BEAM

EMBEDED PLATES IN BOTTOM OF FLANGE OF TEES AND BOTTOM

OR SIDES OF FLOOR BEAMS. SEE EMBEDDED PLATE SCHEDULE

ON S-620.

XXX

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

:2

:2

P

M

C R e v it \l o c a l_

\P

C C

A

S

S to

.r v t

14CC-S-124

C O

M M

A N

D C

E N

T E

R

F

IR

S T

F

LO

O R

P

LA

N

P E

N E

T R

A T

IO

N

S

A R

E A

C

KMO

17323512

AOB ARK

G U

A M

C C

-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

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

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

LEGEND

PLAN

NORTH

SHEET NAMING CONVENTION

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

A1

FIRST FLOOR PLAN - PENETRATIONS - AREA C

A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE SHEETS

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

B. CONDUIT PENETRATIONS INDICATED ON THIS DRAWINGS ARE FOR

CONDUITS 1.5 INCH AND LARGER ONLY. PRECAST MANUFACTURER TO

COORDINATE SMALLER CONDUIT OPENINGS WITH THE GENERAL

CONTRACTOR.

C. NOT ALL PIPE OPENINGS AND PENETRATIONS ARE SHOWN. CONTRACTOR

TO COORDINATE ROUTING, OPENING AND PENETRATIONS PER

SPECIFICATION.

D. SEE 14CC-S-561 AND 14CC-S-562 FOR FLOOR PENETRATION DETAILS.

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

P

E N

E T

R A

T

IO

N U

P D

N

O V

E M

B E

R

C

A

2.7 3.3 3.7

C.3

B.7

B.3

MATCHLINE

A1 / 14CC-S-123

M A

T C

H

LI

N E

A

C C

-S -1

029D

030D

046 047 048 049 050

030031032033

034035

054D 055D

056D

057D

058D

059D

064D 063D

061D

809 808

858 807

806 805

708709

788790

789 787

791868

740 738

739 743

800 792

795803

799 796

778 779

721722

728 729

730 735 734 736 733

745 746

726 835

826 823

824830825

724 723

750 751 752

869870

060D

XXX

PRECAST FLOOR PENETRATION FOR CONDUITS 1.5 INCH AND

LARGER. WORKPOINT IS LOCATED AT THE CENTER OF OPENING.

SEE CONDUIT PENETRATION SCHEDULE ON SHEET 14CC-S-610

AND 14CC-S-611.

PRECAST FLOOR PENETRATION FOR PIPES. WORKPOINT IS

LOCATED AT THE CENTER OF OPENING. SEE CONDUIT

PENETRATION SCHEDULE ON SHEET 14CC-S-610 AND 14CC-S-611.

XXX

PRECAST RECTANGULAR FLOOR PENETRATION FOR PIPES, DUCT,

CONDUIT GROUPS, AND SIMILAR. WORKPOINT IS LOCATED AT THE

CENTER OF OPENING. SEE CONDUIT PENETRATION SCHEDULE ON

SHEET 14CC-S-610 AND 14CC-S-611.

XXX

PRECAST DOUBLE TEE AND CAST IN PLACE FLOOR BEAM

EMBEDED PLATES IN BOTTOM OF FLANGE OF TEES AND BOTTOM

OR SIDES OF FLOOR BEAMS. SEE EMBEDDED PLATE SCHEDULE

ON S-620.

XXX

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

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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

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A N

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N A

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A C

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

A

IR

F O

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A S

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AWK/DMK

KYM

/1 /2

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\P

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14CC-S-125

C O

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A N

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LA

N

P E

N E

T R

A T

IO

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S

A R

E A

D

KMO

17323513

AOB ARK

G U

A M

C C

-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

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

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

KEY PLAN

LEGEND

PLAN

NORTH

SHEET NAMING CONVENTION

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

A1

FIRST FLOOR PLAN - PENETRATIONS - AREA D

A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE SHEETS

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

B. CONDUIT PENETRATIONS INDICATED ON THIS DRAWINGS ARE FOR

CONDUITS 1.5 INCH AND LARGER ONLY. PRECAST MANUFACTURER TO

COORDINATE SMALLER CONDUIT OPENINGS WITH THE GENERAL

CONTRACTOR.

C. NOT ALL PIPE OPENINGS AND PENETRATIONS ARE SHOWN. CONTRACTOR

TO COORDINATE ROUTING, OPENING AND PENETRATIONS PER

SPECIFICATION.

D. SEE 14CC-S-561 AND 14CC-S-562 FOR FLOOR PENETRATION DETAILS.

S Y

M D

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B E

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TOC EL

86'-10"

TOC FIRST FLOOR

COMPOSITE SLAB

98'-0"

2 1.52.32.73.33.7

12'-10"12'-0"12'-0"12'-0"12'-0"11'-6"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"11'-6"

3'-0"

12'-0"12'-0"12'-0"12'-0"12'-0"8'-6"8'-3"CL PRECAST

WALL JOINTS

PRECAST

PANEL REVEALS

C1

14CC-S-530

- - - - - - - - - - - - - - - - - - - - - - - - - - - - 14CC-S-203

B3

L112 L111

2'-11" 3'-4 3/4"

CL 111'-0"

ROOF CATWALK

SEE 14CC-P-103 FOR PLUMBING

PENETRATION ELEVATION

6'-9 1/8"

1 3 4

TOC EL

86'-10"

TOC FIRST FLOOR

COMPOSITE SLAB

98'-0"

21.5 2.3 2.7 3.3 3.7

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

3'-0"

9'-0" 12'-0" 9'-0" 9'-0" 9'-0" 9'-0" 11'-6" 8'-3"12'-0"11'-6"12'-0"12'-0"CL PRECAST

WALL JOINTS

L110

135B137C

137B

143B144B145B146B

14CC-S-203

B1

14CC-S-533

A3

TYP 029 030

13'-11"

4'-7 1/2" 4'-7 1/2" 4'-7 1/2" 4'-7 1/2" 4'-2" 9'-0"

4'-6"

ROOF CATWALK

TYP

CL 110'-1 1/2"

L1XX

LOUVER NUMBER - SEE LOUVER SCHEDULE ON ARCHITECTURAL

SHEET 14CC-A-621 FOR LOUVER SIZE AND EMBEDDED PLATE

DETAILS.

1XXX

DOOR NUMBER - SEE DOOR SCHEDULE ON ARCHITECTURAL

SHEET 14CC-A-611 FOR DOOR SIZE AND DETAILS.

PRECAST WALL PENETRATION FOR CONDUITS 1.5 INCH AND

LARGER. WORKPOINT IS LOCATED AT THE CENTER OF OPENING.

SEE CONDUIT PENETRATION SCHEDULE ON SHEET 14CC-S-612.

PRECAST WALL PENETRATION FOR PIPES. WORKPOINT IS

LOCATED AT THE CENTER OF OPENING. SEE PIPING PENETRATION

SCHEDULE ON SHEET 14CC-S-612

PRECAST RECTANGULAR WALL PENETRATION FOR, DUCTWORK,

CONDUIT GROUPS, CABLE TRAYS, AND SIMILAR. WORKPOINT IS

LOCATED AT THE CENTER OF OPENING. SEE PENETRATION

SCHEDULE ON SHEET 14CC-S-612

XXX

XXX

XXX

TOC FIRST FLOOR

COMPOSITE SLAB

98'-0"

101A

EL 98'-5"

7'-6"

CAST-IN PLACE WET JOINT

TO BE FLUSH WITH OUTSIDE

OF PRECAST PANEL3

010009

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

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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

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A S

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KYM

/1 /2

:2

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C R e v it \l o c a l_

\P

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14CC-S-203

C O

M M

A N

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W A

LL

E

LE

V

A T

IO

N

S

KMO

17323521

AOB ARK

G U

A M

C C

-S -2

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'

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

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES

LEGEND

SHEET NAMING CONVENTION

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

C1

GRID E - LOOKING PLAN SOUTH

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

A1

GRID B - LOOKING PLAN NORTH

01. EMBEDDED PLATES ARE REQUIRED ON GRID B FOR THE MECHANCIAL

YARD ROOF STEEL. SEE DRAWING 14CC-S-412 FOR LOCATIONS AND SIZES.

02. PROVIDE (2) -#5 U-BARS BUNDLED IN FIRM CONTACT AT 4" OC SPACING

FULL HEIGHT OF WET JOINT.

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

B3

DETAIL

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

B1

DETAIL

A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE SHEETS

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

B. REFER TO 14CC-S-591 AND 14CC-S-592 FOR TYPICAL EXTERIOR STAIR

DETAILS.

C. PRECAST PANEL DOOR OPENINGS DIMENSIONS ARE NOTIONAL AND

MUST BE VERIFIED WITH FINAL DOOR SELECTION AS FRAME SIZE AND

JAMB DETAILS WILL VARY DEPENDING ON MANUFACTURER USED.

D. CONDUIT PENETRATIONS INDICATED ON THIS DRAWINGS ARE FOR

CONDUITS 1.5 INCH AND LARGER ONLY. PRECAST MANUFACTURER TO

COORDINATE SMALLER CONDUIT OPENINGS WITH THE GENERAL

CONTRACTOR.

E. CONTRACTOR TO FOLLOW DETAIL A1 ON 14CC-S-533 FOR TYPICAL FLOOR

DOWEL REQUIREMENTS NEAR OPENING EDGES.

F. REFER TO DETAIL B4 ON 14CC-S-401 FOR FRAMING AND CONNECTION

ENLARGED PLAN.

S Y

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N U

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N

O V

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B E

R

ELEVATED SLAB

PRECAST BEAM FLANGE

SIZE MIN, 3" MAX

1.5x MAX AGGREGATE

OTHER DETAILS

TOC SEE PLAN/

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

CONDUIT

FIRESTOP SEALANT

GALVANIZED PIPE SLEEVE

WITH (1) 3/8" THICK, 4"

WIDE FLANGES

(SEE S-610 FOR SIZE).

FIRESTOP PACKING

MATERIAL

UL ASSEMBLY C-AJ-1226

1/4

PRECAST BEAM FLANGE

CONDUIT

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

FIRESTOP SEALANT

GALVANIZED PIPE SLEEVE

WITH (1) 3/8" THICK, 4"

WIDE FLANGES

(SEE S-610 FOR SIZE).

FIRESTOP PACKING

MATERIAL

UL ASSEMBLY C-AJ-1226

1/4

PRECAST BEAM FLANGE

CONDUIT TYP

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

1.5 x MAX AGGREGATE SIZE MIN TYP

EMBEDDED L4"X4"X1/4"

AROUND PERIMETER

WITH 1/2" DIAM HEADED

STUDS WITH 6"

EMBEDMENT. MIN (2)

STUDS PER SIDE.

FIRESTOP SEALANT

FIRESTOP PACKING

MATERIAL

UL ASSEMBLY C-AJ-8131

COORDINATE SPACING OF PENETRATING ELEMENTS WITH UL SYSTEM.

ELEVATED SLAB

PRECAST BEAM FLANGE

FIRESTOP PACKING

MATERIAL

GALVANIZED PIPE SLEEVE WITH (1)

3/8" THICK, 4" WIDE FLANGES

(SEE S-610 FOR SIZE).

SEE NOTE 1.

1"

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

OTHER DETAILS

TOC SEE PLAN/

PIPE

1/4

INSULATION WHERE APPLICABLE.

WHERE INSULATED, PROVIDE

METAL PIPE JACKET AROUND

INSULATION.

NOTES

1. PIPE SLEEVE TO ACCOMODATE PLUMBING

HARDWARE. SEE 14CC-P-500 SERIES.

2. SEE MECHANICAL PLANS FOR PIPING

WITHOUT INSULATION.

SIZE MIN, 3" MAX

1.5x MAX AGGREGATE

FIRESTOP SEALANT

TRANSITION BACK TO

INSULATION

UL ASSEMBLY C-AJ-1226

PRECAST BEAM FLANGE

FIRESTOP PACKING MATERIAL

GALVANIZED PIPE SLEEVE

WITH (1) 3/8" THICK, 4"

WIDE FLANGE

(SEE S-610 FOR SIZE) 1"

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

PIPE

INSULATION

1/4

NOTES

1. PIPE SLEEVE TO ACCOMODATE PLUMBING

HARDWARE. SEE 14CC-P-500 SERIES.

2. SEE MECHANICAL PLANS FOR PIPING

WITHOUT INSULATION.

N O

T E

1FIRESTOP SEALANT

TRANSITION BACK TO

INSULATION

UL ASSEMBLY C-AJ-1226

ELEVATED SLAB

PRECAST BEAM FLANGE

SIZE MIN, 3" MAX

1.5x MAX AGGREGATE

OTHER DETAILS

TOC SEE PLAN/

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

CONDUIT

FIRESTOP SEALANT

EMBEDDED L4"X4"X1/4"

AROUND PERIMETER

WITH 1/2" DIAM HEADED

STUDS WITH 6"

EMBEDMENT. MIN (2)

STUDS PER SIDE.

FIRESTOP PACKING

MATERIAL

UL ASSEMBLY C-AJ-8131

COORDINATE SPACING OF PENETRATING ELEMENTS WITH UL SYSTEM.

ELEVATED SLAB

PRECAST BEAM FLANGE

SIZE MIN, 3" MAX

1.5x MAX AGGREGATE

EMBEDDED L4"X4"X1/4" AROUND PERIMETER WITH

1/2" DIAM HEADED STUDS WITH 6" EMBEDMENT.

MIN (2) STUDS PER SIDE.

INSULATION NOT SHOWN FOR CLARITY.

INSULATION CONTINUOUS THROUGH SLEEVE.

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

OTHER DETAILS

TOC SEE PLAN/

PIPE

1/4

(3) PL 3/8"X4"X0'-4"

PER PIPE

PL 1/2" CUT TO SUIT. OVERLAP 3" WITH

EMBEDDED ANGLE. HOLES TO BE 1/8"

DIAM GREATER THAN PIPE OD

1/4

1/4

TYP

FIRESTOP PACKING

MATERIAL

PL 3/8" BETWEEN PIPES

TO BE CONTINUOUS. CUT

TO SUIT

TRANSITION BACK TO

INSULATION

ADAPTED FROM UL ASSEMBLY C-BJ-8034

COVER STEEL PLATES WITH INTUMESCENT

PAINT AND FILL GAP WITH FIRESTOP SEALANT

PRECAST BEAM FLANGE

COVER STEEL PLATES WITH INTUMESCENT

PAINT AND FILL GAP WITH FIRESTOP SEALANT

GALVANIZED PIPE SLEEVE WITH (2)

3/8" THICK, 4" WIDE FLANGES

(SEE S-610 FOR SIZE)

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

PIPEINSULATION.

INSULATION PARTIALLY NOT SHOWN

ON OTHER SIDE FOR CLARITY

1/4

1/4

1/4

TYP

(8) PL 3/8" X 4" X 2 5/16" OFFSET

TOP PLATES 45DEG FROM BOTTOM PLATES

T Y

P 1/

8"

1"

RING PL 1/2" X 12" OD

WITH 2 7/8" DIAM OPENING

FIRESTOP PACKING MATERIAL TRANSITION BACK TO

INSULATION

ADAPTED FROM UL ASSEMBLY C-AJ-153501

PRECAST BEAM FLANGE

INSULATION NOT SHOWN FOR CLARITY.

INSULATION CONTINUOUS THROUGH SLEEVE.

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

PIPE

1/4

(3) PL 1/4"X4"X0'-4"

PER PIPE

1/4

1/4

TYP

EMBEDDED L4"X4"X1/4"

AROUND PERIMETER WITH

1/2" DIAM HEADED STUDS

WITH 6" EMBEDMENT. MIN

(2) STUDS PER SIDE.

PL 1/2" CUT TO SUIT. OVERLAP 3"

WITH EMBEDDED ANGLE.HOLES TO

BE 1/8" DIAM GREATER THAN PIPE OD.

FIRESTOP PACKING

MATERIAL

PL 3/8" BETWEEN PIPES

TO BE CONTINUOUS.

CUT TO SUIT.

TRANSITION BACK TO

INSULATION

COVER STEEL PLATES WITH

INTUMESCENT PAINT AND FILL GAP

WITH FIRESTOP SEALANT

ADAPTED FROM UL ASSEMBLY C-BJ-803401

PRECAST BEAM FLANGE

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

DUCT

INSULATION

TOPPING

SLAB

1/16" PERIMETER GAP

3/16" X 1 1/4" CONCRETE SCREW @ 12" O.C.

AROUND PERIMETER, MIN (2) PER SIZE

2 1/2"

L6"X6", MATERIAL = DUCT MATERIAL

#10 TEK SCREW @ 12" O.C. AROUND

PERIMETER, MIN (2) PER SIDE

INSULATION NOT SHOWN FOR CLARITY

FIRESTOP PACKING MATERIAL

UL ASSEMBLY F-B-7005

TRANSITION BACK TO INSULATION

FIRESTOP SEALANT

FIRE DAMPER

FIRE DAMPER SLEEVE

PRECAST BEAM FLANGE

FIRESTOP PACKING MATERIAL

GALVANIZED PIPE SLEEVE WITH (2)

3/8" THICK, 4" WIDE FLANGES

(SEE S-610 FOR SIZE)

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

PIPE

INSULATION.

INSULATION PARTIALLY NOT

SHOWN ON OTHER SIDE FOR

CLARITY

1/4

1/4

1/4

TYP

(8) PL 3/8" X 10" X 3 1/8" OFFSET

TOP PLATES 45DEG FROM BOTTOM PLATES

1"

RING PL 1/2" X 24" OD

WITH 10 3/4" DIAM OPENING COVER STEEL PLATES WITH

INTUMESCENT PAINT AND FILL GAP WITH

FIRESTOP SEALANT

TRANSITION BACK TO

INSULATION

ADAPTED FROM UL ASSEMBLY C-AJ-153501

PRECAST BEAM FLANGE

INSULATION NOT SHOWN FOR

CLARITY.

INSULATION CONTINUOUS

THROUGH SLEEVE.

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

PIPE

1/4

(7) PL 3/8"X4"X 3 1/8" PER PIPE

1/4

1/4

TYP

EMBEDDED L4"X4"X1/4" AROUND

PERIMETER WITH 1/2" DIAM HEADED

STUDS WITH 6" EMBEDMENT. MIN (2)

STUDS PER SIDE.

PL 1/2" CUT TO SUIT. OVERLAP 3"

WITH EMBEDDED ANGLE. HOLES TO

BE 1/8" DIAM GREATER THAN PIPE OD.

FIRESTOP PACKING

MATERIAL

PL 3/8" BETWEEN PIPES

TO BE CONTINUOUS ON

BOTTOM. CUT TO SUIT.

TRANSITION BACK TO

INSULATION

COVER STEEL PLATES WITH

INTUMESCENT PAINT AND FILL GAP

WITH FIRESTOP SEALANT

ADAPTED FROM UL ASSEMBLY C-BJ-8034

T Y

P

/8

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

:1

P

M

C R e v it \l o c a l_

\P

C C

A

S

S to

.r v t

14CC-S-561

C O

M M

A N

D C

E N

T E

R

F

LO

O R

P E

N E

T R

A T

IO

N

S D

E T

A

IL

S

KMO

17323566

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

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

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES

SHEET NAMING CONVENTION

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

A1

TYPICAL CONDUIT PENETRATION

THROUGH GEOFOAM

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

C1

TYPICAL CONDUIT PENETRATION

THROUGH TOPPING SLAB

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

D1

TYPICAL MULTIPLE CONDUIT PENETRATIONS

THROUGH TOPPING SLAB

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

A2

TYPICAL PIPE PENETRATION THROUGH GEOFOAM

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

B2

TYPICAL PIPE PENETRATION THROUGH TOPPING SLAB

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

B1

TYPICAL MULTIPLE CONDUIT

PENETRATIONS THROUGH GEOFOAM

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

B3

TYPICAL MULTIPLE CHILLED WATER PIPE

PENETRATIONS THROUGH GEOFOAM

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

C3

TYPICAL 2 1/2" CHILLED WATER PIPE

PENETRATION THROUGH TOPPING SLAB

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

A3

TYPICAL MULTIPLE CHILLED WATER PIPE

PENETRATIONS THROUGH TOPPING SLAB

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

D2

TYPICAL DUCT PENETRATION

THROUGH TOPPING SLAB

A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE

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

B. FOR WALL PENTRATION FIRESTOP DETAILS, SEE 14CC-GI201 AND

14CC-GI202.

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

D3

TYPICAL 10" CHILLED WATER PIPE

PENETRATION THROUGH TOPPING SLAB

S Y

M D

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C R

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D A

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A

P P

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U

L A

S S

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B

LY

A D

D

N O

V E

M B

E R

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

C2

TYPICAL 4" MULTIPLE CHILLED WATER PIPE

PENETRATIONS THROUGH TOPPING SLAB

01. CONTRACTOR MUST PROVIDE AN ENGINEERING JUDGEMENT PER

SPECIFICATION DIV 07 84 00.00 14.

ST

ATE OF ALASKA

CODY HARVEY

No. 195339

R

EG

ISTERED PROFESSIONA L E

NGIN

EE

R

49 TH

11/15/2024 11/14/2024

QFPE

11.14.2024

V A

R

IE

S

3/

8"

1'-0" 1'-0"

(S E

E P

LA

N

T

FLOOR SLAB

ANCHOR TYP

CLEARANCE

ROUGHEN SLAB

1/4" AMPLITUDE

#4 DOWELS @ 1'-6" OC

EACH WAY

THROUGHOUT PAD

3/4" CHAMFER

#4 @ 1-'0" OC

EACH WAY

EQUIPMENT

NOTES:

1. CONTRACTOR MUST COORDINATE HOUSEKEEPING PAD SIZE, HOUSEKEEPING PAD HEIGHT, EQUIPMENT, EQUIPMENT

CLEARANCE, EQUIPMENT ANCHORS, OTHER EQUIPMENT REQUIREMENTS, AND EGRESS.

2. ANCHOR EMBEDMENT CALCULATIONS TO ONLY INCLUDE DEPTH WITH DEPTH "T".

1"

1/ 2"

1/

2" 1/

A

LL

S

ID

E

S

1/ 4"

T Y

P

2 1/2" HOLE DEPTH

1/4" OUTER SS SQUARE

PLATE WITH CIRCULAR OPENING

(PROVIDE 4 ANCHORS TOTAL,

AT CORNERS OF SQUARE PLATE)

1/4" INNER SS CIRCULAR

PLATE WITH CIRCULAR OPENING

PRECAST WALL

3/8" DIAM SS EPOXY ANCHOR, TYP

PRECAST OPENING

GROUT, TYP

NOTE:

1. REFER TO NOTE E ON 14CC-S-612. THIS DETAIL MUST BE APPLIED TO ANY EXTERIOR WALL PIPE OR CONDUIT PENETRATIONS IN WHICH THE PIPE OUTSIDE DIAMETER IS GREATER THAN OR EQUAL TO 8 1/2".

INTERIOREXTERIOR

1" T

Y P

PRECAST BEAM FLANGE

GALVANIZED PIPE SLEEVE

WITH (1) 3/8" THICK, 4"

WIDE FLANGE

(SEE S-610 FOR SIZE)

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

PIPE

INSULATION.

INSULATION PARTIALLY

NOT SHOWN ON OTHER

SIDE FOR CLARITY

1/4

1/4

1/4

TYP

PL 3/8" X 10" X 3 1/8"

1"

SHEET METAL FASTENED

AND SEALED TO SLAB

SHEET METAL THROUGH

INSUALTION WITH DRIP

EDGE AND SEALANT

PRECAST BEAM FLANGE

GALVANIZED PIPE SLEEVE

WITH (2) 3/8" THICK, 4" WIDE

FLANGES

(SEE S-610 FOR SIZE)

98'-0"

COMPOSITE SLAB

TOC FIRST FLOOR

PIPE

INSULATION.

INSULATION

PARTIALLY NOT

SHOWN ON OTHER

SIDE FOR CLARITY

1/4

1/4

1/4

TYP

(8) PL 3/8" X 10" X 3 1/8" OFFSET

45DEG FROM BOTTOM PLATES

1"

RING PL 1/2" X 20" OD

WITH 8 5/8" DIAM OPENING

1/ 8"

T Y

P

SHEET METAL FASTENED

AND SEALED TO SLAB

SHEET METAL THROUGH

INSUALTION WITH DRIP

EDGE AND SEALANT

2" L

A P

M

IN

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

:4

:1

P

M

C R e v it \l o c a l_

\P

C C

A

S

S to

.r v t

14CC-S-562

C O

M M

A N

D C

E N

T E

R

F

LO

O R

A N

D W

A

LL

P E

N E

T R

A T

IO

N

S D

E T

A

IL

S

KMO

17323567

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

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

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

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET NAMING CONVENTION

SCALE: NOT TO SCALE

A1

TYP HOUSEKEEPING PAD

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

C1

TYPICAL 10" CHILLED WATER PIPE PENETRATION

THROUGH TOPPING SLAB IN MECH YARD

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

A3

MECH YARD 8" CHILLED WATER

PENETRATION SECTION

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

A4

MECH YARD 10" CHILLED WATER

PENETRATION SECTION

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

B1

TYPICAL 8" CHILLED WATER PIPE PENETRATION

THROUGH TOPPING SLAB IN MECH YARD

A. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE

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

B. FOR WALL PENTRATION FIRESTOP DETAILS, SEE 14CC-GI201 AND

14CC-GI202.

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

B3

PRECAST WALL PENETRATION DETAIL

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

U

L A

S S

E M

B

LY

A D

D

N O

V E

M B

E R

P

E N

E T

R A

T

IO

N U

P D

N

O V

E M

B E

R

XXX

PRECAST FLOOR PENETRATION FOR CONDUITS 1.5 INCH AND

LARGER. WORKPOINT IS LOCATED AT THE CENTER OF OPENING.

SEE CONDUIT PENETRATION SCHEDULE ON SHEET 14CC-S-610

AND 14CC-S-611.

PRECAST FLOOR PENETRATION FOR PIPES. WORKPOINT IS

LOCATED AT THE CENTER OF OPENING. SEE CONDUIT

PENETRATION SCHEDULE ON SHEET 14CC-S-610 AND 14CC-S-611.

XXX

PRECAST RECTANGULAR FLOOR PENETRATION FOR PIPES, DUCT,

CONDUIT GROUPS, AND SIMILAR. WORKPOINT IS LOCATED AT THE

CENTER OF OPENING. SEE CONDUIT PENETRATION SCHEDULE ON

SHEET 14CC-S-610 AND 14CC-S-611.

XXX

PRECAST DOUBLE TEE AND CAST IN PLACE FLOOR BEAM

EMBEDED PLATES IN BOTTOM OF FLANGE OF TEES AND BOTTOM

OR SIDES OF FLOOR BEAMS. SEE EMBEDDED PLATE SCHEDULE

ON S-620.

XXX

COL

(-x, +y)

COL

(-x, +y)

(-x, +y) (-x, +y)

+Y

+X

PLAN

NORTH

PENETRATION COODINATES

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

:4

:5

P

M

C R e v it \l o c a l_

\P

C C

A

S

S to

.r v t

14CC-S-610

C O

M M

A N

D C

E N

T E

R

F

LO

O R

P E

N E

T R

A T

IO

N

S C

H E

D U

LE

S

KMO

17323584

CJH ARK

G U

A M

C C

-S -6

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

GENERAL SHEET NOTES

KEY PLAN

LEGEND

SHEET NAMING CONVENTION

MECHANICAL FLOOR PENETRATION SCHEDULE

MARK LOCATION PIPE SLEEVE SIZE

PRECAST OPENING

SIZE (IN)

PENETRATION DETAIL /

SHEET

001 D(5'-4 3/4")-1(4'-2 1/2") PIPE 4 1/2 STD 5 1/4" DIAM B2 / 14CC-S-561

002 D(11'-7 3/4")-1(4'-2 1/2") PIPE 4 1/2 STD 5 1/4" DIAM B2 / 14CC-S-561

003 D.5(-8'-6 1/4")-1(9'-11 1/4") PIPE 4 1/2 STD 5 1/4" DIAM B2 / 14CC-S-561

004 D(11'-7 3/4")-2(-5'-3 1/4") PIPE 4 1/2 STD 5 1/4" DIAM B2 / 14CC-S-561

005D D.5(-8'-11")-2.3(14'-1 3/4") PIPE 4 1/2 STD 5 1/4" DIAM B2 / 14CC-S-561

006D D.5(-8'-11")-2.3(12'-2 3/8") PIPE 4 1/2 STD 5 1/4" DIAM B2 / 14CC-S-561

007D D.5(-8'-11")-2.7(-10'-6 1/2") PIPE 4 1/2 STD 5 1/4" DIAM B2 / 14CC-S-561

009D D(5'-11 1/4")-2.7(-4'-5 1/2") PIPE 8 STD 8 7/8" DIAM A2 / 14CC-S-561

010D D.5(-9'-4")-2.7(6'-11 1/2") PIPE 4 1/2 STD 5 1/4" DIAM A2 / 14CC-S-561

011D D(11'-7 3/4")-2.7(5'-6 3/4") PIPE 8 STD 8 7/8" DIAM A2 / 14CC-S-561

012D D(7'-8 1/4")-2.7(6'-11 3/4") PIPE 4 1/2 STD 5 1/4" DIAM A2 / 14CC-S-561

013D D(4'-8 1/4")-3(-4'-1 1/2") PIPE 4 1/2 STD 5 1/4" DIAM B2 / 14CC-S-561

014D E(-7'-10 3/16")-3(4'-6") PIPE 4 1/2 STD 5 1/4" DIAM B2 / 14CC-S-561

015D E(-7'-10 3/16")-3(11'-7") PIPE 4 1/2 STD 5 1/4" DIAM B2 / 14CC-S-561

016D D(11'-7 3/4")-3.3(-3'-8 1/2") PIPE 8 STD 8 7/8" DIAM B2 / 14CC-S-561

017D C.5(-8'-5 1/2")-3.3(-9'-2 3/4") PIPE 6 STD 6 3/4" DIAM B2 / 14CC-S-561

018D C.7(-4'-8 15/16")-3.3(-12'-3 9/16") PIPE 3 STD 3 5/8" DIAM B2 / 14CC-S-561

019 C(-4'-10 1/4")-3.7(-4'-3 5/8") PIPE 8 STD 8 7/8" DIAM C3 / 14CC-S-561

020 C(-4'-10 1/4")-3.7(4'-3 3/8") PIPE 8 STD 8 7/8" DIAM C3 / 14CC-S-561

021D C.5(-5'-4 3/8")-3.3(5'-11 3/16") PIPE 6 STD 6 3/4" DIAM B2 / 14CC-S-561

022D C(-5'-2 1/2")-1(4'-2 1/2") PIPE 4 1/2 STD 5 1/4" DIAM B2 / 14CC-S-561

023D B.7(9'-2 3/4")-1(3'-8") PIPE 8 STD 8 7/8" DIAM A2 / 14CC-S-561

024D B.7(8'-0")-1(3'-7 1/2") PIPE 8 STD 8 7/8" DIAM A2 / 14CC-S-561

025D B.7(8'-0")-1.5(-11'-10 1/2") PIPE 4 1/2 STD 5 1/4" DIAM A2 / 14CC-S-561

026D B.7(8'-0")-2(12'-10") PIPE 4 1/2 STD 5 1/4" DIAM A2 / 14CC-S-561

027 B.7(9'-2 1/2")-2.3(-4'-8 1/2") PIPE 8 STD 8 7/8" DIAM A2 / 14CC-S-561

028D B.7(9'-2 1/2")-2.3(7'-9 1/2") PIPE 8 STD 8 7/8" DIAM B2 / 14CC-S-561

029D B.3(8'-1 1/2")-2.7(-12'-4 7/16") PIPE 5 STD 5 5/8" DIAM B2 / 14CC-S-561

030D B.3(9'-1 1/2")-2.7(-13'-3 7/16") PIPE 4 1/2 STD 5 1/4" DIAM B2 / 14CC-S-561

031D B.7(-8'-10 3/4")-2.3(4'-8 1/2") PIPE 8 STD 8 7/8" DIAM B2 / 14CC-S-561

036D B(9'-6 7/8")-1.5(-11'-10 5/16") PIPE 4 1/2 STD 5 1/4" DIAM A2 / 14CC-S-561

037D B(8'-6 11/16")-1.5(-10'-0 7/16") PIPE 5 STD 5 5/8" DIAM A2 / 14CC-S-561

038D B(9'-6 7/8")-2(12'-10 1/4") PIPE 4 1/2 STD 5 1/4" DIAM A2 / 14CC-S-561

039D B(4'-6 5/16")-2.3(-10'-1 7/16") PIPE 4 1/2 STD 5 1/4" DIAM A2 / 14CC-S-561

040D B(8'-9 7/8")-2.3(6'-0 1/2") PIPE 4 1/2 STD 5 1/4" DIAM B2 / 14CC-S-561

042 A(4'-1 7/8")-2(-4'-2 5/16") PIPE 16 STD 16 1/4" DIAM B1 / 14CC-S-562

043 A(4'-1 3/4")-2(7'-11") PIPE 18 STD 18 1/4" DIAM C1 / 14CC-S-562

044 A(4'-1 3/4")-2.3(-6'-6 3/4") PIPE 16 STD 16 1/4" DIAM B1 / 14CC-S-562

045 A(4'-1 3/4")-2.7(-10'-2 3/4") PIPE 16 STD 16 1/4" DIAM B1 / 14CC-S-562

046 A(4'-1 3/4")-2.7(6'-5 3/4") PIPE 16 STD 16 1/4" DIAM B1 / 14CC-S-562

047 A(4'-1 3/4")-3(-7'-7 1/4") PIPE 16 STD 16 1/4" DIAM B1 / 14CC-S-562

048 A(4'-1 3/4")-3.3(-6'-6 3/4") PIPE 16 STD 16 1/4" DIAM B1 / 14CC-S-562

049 A(4'-1 3/4")-3.3(11'-7 1/2") PIPE 16 STD 16 1/4" DIAM B1 / 14CC-S-562

050 A(4'-1 3/4")-3.7(11'-8") PIPE 16 STD 16 1/4" DIAM B1 / 14CC-S-562

051 A(4'-1 3/4")-4(-4'-6 3/16") PIPE 18 STD 18 1/4" DIAM C1 / 14CC-S-562

052 B(4'-0 1/16")-3(6'-4 9/16") PIPE 10 STD 11" DIAM B2 / 14CC-S-561

054D B.3(8'-1 1/2")-2.7(7'-4 7/16") PIPE 5 STD 5…