P-9040 MX Support Facility Final_Drawings.pdf

187 Perez Coral Road Barrigada, Guam 96913 Telephone: (671) 646-5500 Facsimile (fax):: (671) 646-6600

A T

T S

XETE

FO

S A

T

RE

YD.RIC

E

2675 5

R E G

IS

TE

RED ARCH

ITE

C T

ENGINEERING (CIVIL/STRUCTURAL)

CONSTRUCTION MANAGEMENT PLANNING

DEVELOPMENT CONSULTATION

GEOGRAPHIC INFORMATION SYSTEMS

P.O. Box 8900 Tamuning, Guam 96131

Jacobs Government Services Company Texas Registered Engineering Firm F-2966

777 Main Street Fort Worth, TX 76102

TEL: (817) 735-6000

FAX: (817) 735-6148

76.500

0.000

76.700

76.700

76.500

0.000

78.000

78.000

75.464

75.465

75.530

75.620

75.598

75.115

74.853

74.856

75.037

75.482

78.131

78.006

77.957

78.063

77.897

77.682

75.510

75.687

77.422 77.867

76.500

76.271

75.129

76.449

76.500

78.221 78.218

78.135

75.512

75.551

77.732

77.961

77.854

77.062

77.184

75.805

75.959

75.959

75.799

75.864

76.399

75.959

75.959

75.670

76.500

76.510

76.765 76.722

76.729

76.642

76.506

76.600

76.600

76.600

76.600

76.407

76.902

77.066

77.365

77.314

77.757

77.903

77.903

77.960

77.960

77.960

77.874

77.834

77.873

77.885

77.885

78.000

78.000

77.572

77.594 77.726

77.841

77.901

77.719

77.779

77.750

77.750

77.697

77.750

77.738 77.765

77.706

77.732

77.692

77.750

77.750

78.000

78.000

75.727

78.546

80.607

A.P4.CI.00

M AINTEN AN

CE SU PPO RT

FA CILITYFFE : 75.00m

NORT H

N O

RT

H

N O

RT

H

S 05° 32'

" W

, 1251 .796

N 79° 24' 52" E , 33

26.0 78

N 79° 24' 51" E , 64 7.52 9

N 79° 27' 04" E , 33

26.9 89

N 79° 27' 04" E , 33

26.9 89

S 10° 32' 57"

E , 428 .191

N 79° 27' 04" E , 33

26.9 89

N 76° 02' 56" W , 512.035

N 79° 24' 52" E , 33

26.0 78

N 79° 24' 52" E , 33

26.0 78

N 10° 32' 55" W , 410.273

N 79° 24' 51" E , 64 7.52 9

N 10° 35' 08" W , 554.408

S 05° 32'

" W

666.846

N1 0°32'55"W 350.937M

N 79° 24 ' 52" E 770.604M

N3 4°09'47"E

198.221M

N5 8°12'15"W107.107M

S10 °5 2'55"E

211.972M

N7 9°24'52"E 410.9 46M

S10 °3 2'55"E

143.981M

S79 °2 7'05"W160.979M

S10 °3 2'55"E

167.978M

N1 0°55'23"W

170.657M

N 00°20'02"E

179.976M

N89°39'58"W155.923M

NORTH

NOT TO SCALE

NORTH

NOT TO SCALE

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

T

IN

IA

N

I N

T E

R N

A T

IO

N

A L

A

IR

P O

R T

T

IQ

T

IN

IA

N

C

N M

I

N A

V F

A C

P A

C

IF

IC

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

M A

K A

L A

P A

H

A W

A

II

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

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

1 2 3 4 5

D

C

B

A

1 2 3 4 5

AS SHOWN

1581706

FIRE PROTECTION

F Y

M C

A F

P -9

A

P S

I

M

A

IN

T E

N A

N C

E S

U P

P O

R T

F A

C

IL

IT

Y

N

V F

A C

P A

C

IF

IC

F

IN

A L

R E

-D E

S

IG

N S

U B

M

IT

T A

L

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

SEAL

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0341

JEG NO. WFXO6306

DRAWFORM REVISION: 30 APR 2015

FY19 MCAF PROJECT P-9040 APSI ~

MAINTENANCE SUPPORT FACILITY (OPTION 1)

FINAL RE-DESIGN SUBMITTAL

TINIAN INTERNATIONAL AIRPORT (TIQ) TINIAN, CNMI

LOCATION MAP VICINITY MAP GENERAL NOTES AND REQUIREMENTS

CONSULTANTS

PRIME CONSULTANT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

RM

KY

K. YOSHIMOTO

JC

G-001

TDR BCG JH

C O

V E

R S

H E

E T

17231091

A WORK SHALL BE IN CONFORMANCE WITH THE APPLICABLE CODES AND UNIFIED FACILITIES CRITERIA (UFC).

B VERIFY DIMENSIONS SHOWN IN THE DRAWINGS BEFORE COMMENCING WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. WRITTEN DIMENSIONS IN SCHEDULES AND DRAWINGS TAKE PRECEDENCE OVER SCALE DRAWINGS. DO NOT SCALE THE DRAWINGS. BRING ALL DISCREPANCIES TO THE ATTENTION OF THE

CONTRACTING OFFICER AND AWAIT INSTRUCTIONS.

C DAMAGED ITEMS BY THE CONTRACTOR THAT ARE TO REMAIN OR ITEMS THAT ARE TO BE REPROCESSED SHALL BE REPAIRED

OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

D THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

E BRACE PIPING, DUCTWORK, EQUIPMENT AND OTHER APPURTENANCES IN ACCORDANCE, WITH UFC 4-010-01 AND UFC 3-310-04.

F ALL DIMENSIONS ARE IN MILIMETERS UNLESS OTHERWISE NOTED (UON).

09/24/2021

T

T S

XETE

FO

S A

T

RE

YD.RIC

E

2675 5

R E G

IS

TE

RED ARCH

ITE

C T

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

T

IN

IA

N

I N

T E

R N

A T

IO

N

A L

A

IR

P O

R T

T

IQ

T

IN

IA

N

C

N M

I

N A

V F

A C

P A

C

IF

IC

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

M A

K A

L A

P A

H

A W

A

II

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

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

1 2 3 4 5

D

C

B

A

1 2 3 4 5

AS SHOWN

1581706

FIRE PROTECTION

F Y

M C

A F

P -9

A

P S

IN

T E

N A

N C

E S

U P

P O

R T

F A

C

IL

V F

A C

P A

C

IF

IC

F

IN

A L

R E

-D E

S

IG

N S

U B

M

IT

T A

L

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

SEAL

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0341

JEG NO. WFXO6306

DRAWFORM REVISION: 30 APR 2015THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

RM

KY

K. YOSHIMOTO

JC

G-002

TDR BCG JH

S H

E E

T I

N D

E X

17231092

CIVIL

014 17231124 C-001 GENERAL NOTES

015 17231110 CS100 OVERALL SITE PLAN

016 17231111 CS101 SITE PLAN

017 17231112 CT100 JOINTING PLAN

018 17231113 CT101 JOINTING ELEVATION PLAN

019 17231114 CG100 GRADING AND DRAINAGE PLAN

020 17231115 CU100 UTILITY PLAN

021 17231116 CG201 STORM DRAIN PROFILE - SD10

022 17231117 CU200 WATERLINE PROFILES

023 17231118 CU201 SANITARY SEWER PROFILE - SS01

024 17231119 CS500 SITE DETAILS

025 17231120 CS501 SITE DETAILS

026 17231121 CG500 DRAINAGE DETAILS

027 17231122 CU500 UTILITY DETAILS

028 17231123 CU501 UTILITY DETAILS

STRUCTURAL

029 17231128 S-001 SYMBOLS AND GENERAL NOTES

030 17231129 S-002 GENERAL NOTES

031 17231130 S-003 GENERAL NOTES

032 17231131 S-100 FOUNDATION PLAN

033 17231132 S-101 ROOF PLAN

034 17231133 S-200 ELEVATIONS

035 17231134 S-500 TYPICAL CONCRETE DETAILS

036 17231135 S-501 TYPICAL CONCRETE DETAILS

037 17231136 S-502 FOUNDATION SECTIONS & DETAILS

038 17231137 S-503 ROOF SECTIONS AND DETAILS

039 17231138 S-504 BUILDING SECTION

GENERAL

001 17231091 G-001 COVER SHEET

002 17231092 G-002 SHEET INDEX

003 17231093 G-100 LOCATION & HAUL ROUTE MAP

004 17231094 GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

005 17231095 GI003 ABBREVIATIONS CONTINUED

006 17231096 GI010 CODE ANALYSIS

007 17231097 GI013 LIFE SAFETY PLAN

008 17231098 GI020 AIR BARRIER

009 17231099 GI100 CODE COMPLIANCE PLAN

010 17231100 GC100 EROSION CONTROL PLAN

011 17231101 GC500 EROSION CONTROL DETAILS

INTERIORS

055 17231165 I-001 GENERAL

056 17231166 IN101 FINISH AND SIGNAGE PLAN

057 17231167 IF101 COLLATERAL EQUIPMENT PLAN

058 17231168 I-201 INTERIOR ELEVATIONS AND ENLARGED PLANS

059 17231169 I-301 MILLWORK SECTIONS

060 17231170 I-601 SIGNAGE SCHEDULE AND DETAILS

061 17231171 I-630 FINISH MATERIAL LEGEND, ROOM FINISH SCHEDULE AND DETAILS

SHEET INDEX

SEQ NAVFAC DRAWING NO. NO DRAWING TITLE

SHEET INDEX

SEQ NAVFAC DRAWING NO. NO DRAWING TITLE

ELECTRICAL

078 17231211 E-001 GENERAL NOTES & LEGEND

079 17231212 ES100 OVERALL ELECTRICAL SITE PLAN

080 17231213 ES101 ELECTRICAL SITE PLAN - AREA 1

081 17231214 ES102 ELECTRICAL SITE PLAN - AREA 2

082 17231215 EG101 GROUNDING - MAINTENANCE SUPPORT FACILITY

083 17231216 EG102 LIGHTNING PROTECTION - MAINTENANCE SUPPORT FACILITY

084 17231217 EL101 LIGHTING - MAINTENANCE SUPPORT FACILITY

085 17231218 EP101 POWER & TELECOMMUNICATIONS - MAINTENANCE SUPPORT FACILITY

086 17231219 E-401 ENLARGED - ADMINISTRATIVE SPACE

087 17231220 E-501 DETAILS

088 17231221 E-502 DETAILS

089 17231222 E-503 DETAILS

090 17231223 E-504 DETAILS

091 17231224 E-505 DETAILS

092 17231225 E-506 DETAILS

093 17231226 E-601 ONE-LINE DIAGRAM - MAINTENANCE SUPPORT FACILITY

094 17231227 E-611 LUMINAIRE SCHEDULE & DETAILS

095 17231228 E-621 EQUIPMENT SCHEDULE

096 17231229 E-631 PANEL SCHEDULES

PLUMBING

062 17231186 P-001 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

063 17231187 P-101 OVERALL UNDERFLOOR PLAN

064 17231188 P-102 OVERALL FLOOR PLAN

065 17231189 P-501 PLUMBING DETAILS

066 17231190 P-502 PLUMBING DETAILS

067 17231191 P-503 PLUMBING DETAILS

068 17231192 P-601 SCHEDULES

069 17231193 P-701 PLUMBING ISOMETRICS

070 17231194 P-702 PLUMBING ISOMETRICS

071 17231195 P-703 PLUMBING ISOMETRICS

MECHANICAL

072 17231200 M-001 HVAC LEGEND

073 17231201 M-101 OVERALL FLOOR PLAN

074 17231202 M-501 HVAC DETAILS

075 17231203 M-502 HVAC DETAILS

076 17231204 M-601 HVAC SCHEDULES

077 17231205 M-801 CONTROLS DIAGRAMS

SURVEY/MAPPING

012 17231106 V-100 EXISTING CONDITIONS

013 17231107 V-101 PROPERTY BOUNDARY - TIQ

ARCHITECTURAL

040 17231144 A-001 GENERAL NOTES, SYMBOLS AND EXTERIOR PERSPECTIVES VIEW

041 17231145 AE101 FLOOR PLAN

042 17231146 AE111 REFLECTED CEILING PLAN

043 17231147 AE131 ROOF PLAN

044 17231148 A-201 EXTERIOR ELEVATIONS

045 17231149 A-301 BUILDING SECTIONS

046 17231150 A-311 WALL SECTIONS

047 17231151 A-312 ENLARGED PLAN

048 17231152 A-401 ENLARGED MECHANICAL YARD PLAN, ELEVATIONS, SECTION

049 17231153 A-501 PLAN DETAILS

050 17231154 A-503 CEILING DETAILS

051 17231155 A-507 WINDOW AND LOUVER SCHEDULE

052 17231156 A-541 MISCELLANEOUS DETAILS

053 17231157 A-601 PARTITION TYPES

054 17231158 A-610 DOOR DETAILS & SCHEDULES

X X

XX

X

MAINTENANCE SUPPORT

FACILITY

FFE: 75.00m

A.P4.CI.00

X X X

X

XX

X

X

X

X

X

B

R

O

A

D

W

V

E

X

RUNWAY 8-26

TAXIWAY ALPHA

TAXIWAY FOXTROT

T A

X I W

A Y

B R

A V

O

T A

X I W

A Y

D E

L T

A

T A

X I W

A Y

C H

A R

L I E

H

E

N

U

E

PHILIPPINE SEA

D

S

R

E

E

T

P

R

I M

A

R

O

U

T

E

P

R

I M

A

U

T

E

P

R

I M

A

U

T

E

B

R

O

A

D

W

E

ACCESS ROAD CONSTRUCTED WITH

PROJECT FY20 MCAF P-9021 APSI -

AIRFIELD DEVELOPMENT PHASE 1

X

VEHICULAR GATE CONSTRUCTED WITH

PROJECT FY18 MCAF P-9030 APR-

CARGO PAD WITH TAXIWAY EXTENSION

PROJECT

AREA

STAGING

AREA

A ALL DEMOLISHED MATERIAL, RUBBISH AND DEBRIS

GENERATED BY THIS PROJECT MUST BE HAULED TO

AN APPROVED LANDFILL.

HAUL ROUTE GENERAL NOTES

LEGEND

TWO-WAY PRIMARY HAUL ROUTE

SCALE

LOCATION & HAUL ROUTE MAP

A1

1:4000

G-100

KATHYRIYA H. KENNEDY

TX 98244

1 2 3 4 5

D

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

T I N

I A

N

I N

T E

R N

A T

I O

N A

L

A

I R

P O

I Q

T

I N

I A

N

C

N M

I

N A

V F

C

P

C

I F

I C

D E

P A

R T

M E

F

T

E

V

Y

M A

K A

L A

P A

H

A W

A I I

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

S Y

M D

E S

C R

I P

T I O

N D

A T

E

AS SHOWN

1581706

FIRE PROTECTION

PRELIMINARY FOR

REVIEW ONLY

N A

V F

C

I F

I C

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A/E Contract No. N62742-17-D-0003

A/E Task Order No. N6274218F0341

DRAWFORM REVISION: 30 APR 2015

DATE

These documents are for Design

Review and not intended for

Construction Bidding or Permit

Purposes. They were prepared by, or under the supervision of:

JEG NO. WFXO6306

F Y

A

F

P

A

P S

I

M A

I N

T E

N A

N C

E

S

U P

P O

C

I L

I T

Y

NORTH

KHK SMC JDE

RM

KY

K. YOSHIMOTO

JC

Name

Registration Number #

10 SEP 2021

Date

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

S

Y S

T E

M

M A

N D

F I N

L

D

E S

I G

N

S

U B

M I T

T A

L

A

SCALE: 1:4000

0 80000 160000 17231093

L O

C A

T I O

U

L

R

O U

P

KATHYRIYA H. KENNEDY

9824498244

05/21/2020 09/24/2021

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

DRAWING ABBREVIATIONS

REVISION

DRAWING SYMBOLS

SHEET ON WHICH DETAIL

IS DRAWN

BUILDING ELEVATION

WALL SECTION

BUILDING SECTION

ROOM NAME AND

NUMBER

NOTES BY SYMBOL

(KEYNOTES)

A2

A-201

A1

A-310

A1

A-301

A1

A-301

A0

A-101

A-201

A4

A4

A4

A4

INTERIOR ELEVATION

MULTIPLE VIEWS

DETAIL IDENTIFICATION

TITLE OF DRAWING

STATED SCALE

TRUE NORTH ARROW

NORTH

DETAIL IDENTIFICATION

ENLARGED PLAN/DETAIL

REFERENCE

A1

A-101

A1

A2

A3

SCALE 1/8" = 1'-0"

VIEW NAME

A1

ROOM

NAME

NUMBERING SYSTEM

G-010

DISCIPLINE:

G - GENERAL

V - SURVEY/MAPPING

B - GEOTECHNICAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

I - INTERIORS

F - FIRE PROTECTION

P - PLUMBING

D - PROCESS

M - MECHANICAL

E - ELECTRICAL

T - TELECOMM

R - RESOURCES

SERIES NUMBER

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - ENLARGED PLANS

5 - DETAILS

6 - SCHEDULES

7 - DIAGRAMS

8 - USER DEFINED

9 - 3D REPRESENTATIONS

SHEET NUMBER

WITHIN SERIES

A

GRID TYPE

MATCHLINE

A1/AE101

VIEW REFERENCE /

MATCHLINE

NOTES BY SYMBOL

(DEMO-KEYNOTES)

SCALE: 1:100

0 2000 4000

GRAPHIC SCALE

A T

T S

XETE

FO

S A

T

RE

YD.RIC

E

2675 5

R E G

IS

TE

RED ARCH

ITE

C T

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

T

IN

IA

N

I N

T E

R N

A T

IO

N

A L

A

IR

P O

R T

T

IQ

T

IN

IA

N

C

N M

I

N A

V F

A C

P A

C

IF

IC

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

M A

K A

L A

P A

H

A W

A

II

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

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

1 2 3 4 5

D

C

B

A

1 2 3 4 5

AS SHOWN

1581706

FIRE PROTECTION

F Y

M C

A F

P -9

A

P S

IN

T E

N A

N C

E S

U P

P O

R T

F A

C

IL

V F

A C

P A

C

IF

IC

F

IN

A L

R E

-D E

S

IG

N S

U B

M

IT

T A

L

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

SEAL

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0341

JEG NO. WFXO6306

DRAWFORM REVISION: 30 APR 2015THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

RM

KY

K. YOSHIMOTO

JC

GI002

TDR BCG JH

G E

N E

R A

L N

O T

E S

S

Y M

B O

L S

A N

D A

B B

R E

V

IA

T

IO

N S

17231094

A

A AMPERE

A LABEL CLASS A DOOR

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ ENGINEER

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY

AND TRANSPORTATION OFFICIALS

AB ANCHOR BOLT

ABAAG ARCHITECTURAL BARRIERS ACT ACCESSIBILITY

GUIDELINES

AC ALTERNATING CURRENT/ABOVE COUNTER,

ASPHALT CONCRETE

ACC ACCESSIBLE

ACI AMERICAN CONCRETE INSTITUTE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AIR DEVICE

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

AF AMPERE FRAME

AFC ABOVE FINISHED COUNTER

AFCI ARC FAULT CIRCUIT INTERRUPTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

AIC AMPERE INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALNMT ALIGNMENT

ALUM ALUMINUM

ANOD ANODIZE

ANT ANTENNA

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE (-LY)

ARCH ARCHITECT (-TURAL)

ASC ABOVE SUSPENDED CEILING

ASCE AMERICAN SOCIETY OF CIVIL

ASPH ASPHALT

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ASYM ASYMMETRICAL

AT AMPERE TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWI ARCHITECTURAL WOODWORK INSTITUTE

AWT ACOUSTICAL WALL TREATMENT

AWWA AMERICAN WATER WORKS ASSOCIATION

B

BRES BULLET-RESISTANT

BRG BEARING

BRKR BREAKER

BRKT BRACKET

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BTWN BETWEEN

BUR BUILT-UP ROOFING

B

B LABEL CLASS B DOOR

B-B, B/B BACK TO BACK

BALC BALCONY

BATT BATTERY

BB BASEBOARD

BBW BACK BOTTOM OF WALL

BC BACK OF CURB, BOTTOM OF CURB, BOOKCASE

BD BOARD

BDRY BOUNDARY

BEG BEGIN

BEV BEVEL

BF BOTH FACES

BFF BELOW FINISH FLOOR

BFG BELOW FINISHED GRADE

BFP BACKFLOW PREVENTER

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BKBD BACKBOARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BLW BELOW

BM BALANCED MAGNETIC SWITCH, BEAM,

BENCHMARK

BMPS BEST MANAGEMENT PRACTICES

BMS BUILDING MANAGEMENT SYSTEM

BN BULLNOSE

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE PLATE, BUILDING PAPER

# NUMBER, POUND

& AND

@ AT

Ø DIAMETER

C

C CHANNEL, CHANNEL SHAPE, COMPRESSION,

CONDUIT

C CONT CAST CONCRETE

C LABEL CLASS C DOOR

C&G CURB AND GUTTER

C-C, C/C, C

TO C

CENTER TO CENTER

CAB CABINET

CATW CATWALK

CAV CAVITY

CB CATCH BASIN, CERAMIC BASE, CIRCUIT

BREAKER

CBB CEMENTITIOUS (BACKER) BOARD

CD CARBON DIOXIDE SENSOR

CDW CHILLED DRINKING WATER

CEM CEMENT

CEM PLAS CEMENT PLASTER

CEQ COLLATERAL EQUIPMENT

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/ CONTRACTOR

INSTALLED

CF/GI CONTRACTOR FURNISHED/ GOVERNMENT

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTER FLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CHFR CHAMFER

CI CAST IRON, CURB INLET

CIP CAST IRON PIPE, CAST-IN-PLACE

CJ CONSTRUCTION JOINT, CONTROL JOINT

CKT CIRCUIT

CL CENTER LINE, CLASS

CLDG CLADDING

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR CLEAR, (-ANCE), COLOR

CLRM CLASSROOM

CLWG CLEAR WIRE GLASS

CM CENTIMETER

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CNR CORNER

CO CLEAN OUT

CO/ NOX CARBON MONOXIDE / NITROGEN OXIDE

COE CORPS OF ENGINEER'S (US ARMY)

COL COLUMN

COMM COMMUNICATION (-S)

COMPR COMPRESSOR

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONN CONNECT (-ION)

CONST CONSTRUCT (-ION)

CONT CONTINUED, CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CORR CORRIDOR

COV COVER

CP CIRCULATION PUMP, CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CRS COLD ROLLED STEEL

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE, CURRENT TRANSFORMER

CTB CEMENT TREATED BASE, CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU CONDENSING UNIT, COPPER

CU FT CUBIC FEET

CW CASEMENT WINDOW

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D

D DEPTH

D LABEL CLASS D DOOR

D/S DISCONNECT SWITCH

DA DRAINAGE AREA

DALI DIGITAL ADDRESSABLE LIGHTING INTERFACE

DB DIRECT BURIAL, DRY BULB

DBL DOUBLE

DBM DOUBLE BALANCED MAGNETIC SWITCH

DC DIRECT CURRENT

DCBFP DOUBLE CHECK BACKFLOW PREVENTER

DCD DOUBLE CHECK DETECTOR

DCO DOUBLE CLEANOUT

DCW DOMESTIC COLD WATER

DEF DEFLECTION/DEFORM

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DHW DOMESTIC HOT WATER

DI DUCTILE IRON

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DISC DISCONNECT

DIST DISTANCE

DL DEAD LOAD

DN DOWN

DOC DOCUMENT

DR DOOR, DRIVE

DR FR DOOR FRAME

DR OPN DOOR OPENING

DS DOWNSPOUT

DW DISHWASHER, DOMESTIC WATER

DWG(S) DRAWING(S)

DWL DOWEL

DX DIRECT EXPANSION

E

E EAST (FOR COORDINATES)

E LABEL CLASS E DOOR

EA EACH, EXHAUST AIR

EDP1 EMERGENCY DISTRIBUTION PANELBOARD 1

EEWS EMERGENCY EYEWASH/SHOWER

EF EACH FACE

EF, EXH FN EXHAUST FAN

EGB ELECTRICAL GROUND BAR

EHD ELECTRIC HAND DRYER

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC (-AL)

ELEV ELEVATOR

EMCS ENERGY MANAGEMENT CONTROL SYSTEM

EMER EMERGENCY

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

ENVIR ENVIRONMENT

EOD EDGE OF DECK

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT, EXPLOSION PROOF

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE, HVAC EMERGNECY SWITCH

ESB EMERGENCY SWITCHBOARD

ESCAL ESCALATOR

ESD ELECTROSTATIC DISSIPATING

ET EXPANSION TANK

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWEF EACH WAY, EACH FACE

EX, EXIST EXISTING

EXH EXHAUST

EXH HD EXHAUST HOOD

EXHV EXHAUST VENT

EXP EXPANSION, EXPOSED

EXT EXTERIOR, EXTINGUISHER

EXT GR EXTERIOR GRADE

EXT LT EXIT LIGHT

F

FCU FAN COIL UNIT

FD FIRE DAMPER, FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN, FDT FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE, FINISH FLOOR

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL FACED INSULATION

FF&E FURNITURE, FIXTURES & EQUIPMENT

FG FINISHED GRADE

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDE

FIN GR FINISH GRADE

FIXT FIXTURE

FL FLOW LINE

FLA FULL LOAD AMPERES

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLOUR FLOURESCENT

FLR FLOOR

FM FACTORY MUTUAL, FORCE MAIN, FREQUENCY

MODULATION

FO FAIL OPEN, FIBER OPTIC, FINISH OPENING

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOW FACE OF WALL

FP FIRE PROTECTION

FPM FEET PER MINUTE

FR FIRE RATING, FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FAR SIDE, FEDERAL SPECIFICATION, FINISHED

SURFACE, FLOOR SINK

FSTNR FASTENER

FT FEET

FTG FOOTING

FU FUSE

FURG FURRING

FURN FURNITURE

FVNR FULL VOLTAGE, NON-REVERSING

FWC FABRIC WALL COVERING

FXTR FIXTURE

F

F FEMALE, FIRE WATER

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACIL FACILITY

FACP FIRE ALARM CONTROL PANEL

FAS BD FASCIA BOARD

FB FACE OF BUILDING

FC FREQUENCY CONVERTER/FOOTCANDLE

FC BRK FACE BRICK

FC/ DC FREQUENCY CONVERTER/DC RECTIFIER

FCO FLOOR CLEANOUT

G

G GROUND/GROUNDING CONDUCTOR, NATURAL

GAS

GA GAGE OR GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR, GRADE BEAM

GDR GUARDRAIL

GEN GENERAL, GENERATOR

GF/CI GOVERNMENT FURNISHED / CONTRACTOR

INSTALLED

GF/GI GOVERNMENT FURNISHED / GOVERNMENT

INSTALLED

GFCI, GFI GROUND FAULT CIRCUIT INTERRUPTER

GFRG GLASS-FIBER-REINFORCED GYPSUM

REINFORCED GYPSUM

GLZ GLAZING

GND/GRD GROUND/GROUNDING

GPM GALLONS PER MINUTE

GR GRADE

GR FL GROUND FLOOR

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GT GROUT

GUT GUTTER

GV GATE VALVE

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H

HORIZ HORIZONTAL

HP HIGH POINT, HORSEPOWER

HR HOUR

HS HEADED STUD

HSF HIGH FLOW SILT FENCE

HSS HOLLOW STRUCTURAL SECTION

HT, H HEIGHT

HVAC HEATING VENTILATION & AIR CONDITIONING

HW HOT WATER

HYDR HYDRAULIC

HZ HERTZ

H

HB HOSE BIBB

HC HANDICAP

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HDWL HEADWALL

HEF HIGH EXPANSION FOAM

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HH HANDHOLE

HID HIGH INTENSITY DISCHARGE

HM HOLLOW METAL

HMAC HOT MIX ASPHALT CONCRETE

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HOA HAND-OFF-AUTOMATIC

I

IAP INITIAL ACCUMULATION POINT

IBC INTERNATIONAL BUILDING CODE

ID INTERNAL DIAMETER

IDA INITIAL DECONTAMINATION AREA

IDS INTRUSION DETECTION SYSTEM

IN INCH

INCL INCLUDE

INL INLET

INT INTERIOR

INV INVERT

J

J-SIIDS JOINT-SERVICE INTERIOR INTRUSION

DETECTION SYSTEM

JAN JANITOR

JB JUNCTION BOX

JRCP JOINT REINFORCED CONCRETE PAVEMENT

JST JOIST

JT JOINT

K

K KILO, KIPS (1000LBS)

KAIC KILO AMPERE INTERRUPTING CAPACITY

KCMIL THOUSAND CIRCULAR MILS

KIT KITCHEN

KPD KEYPAD

KPL KICKPLATE

KV KILOVOLT

KVA KILOVOLT-AMPERE

KW KILOWATT

KWh KILOWATT HOUR

L

L ANGLE SHAPE, LENGTH, LONG

LAM LAMINATE

LAT LATERAL

LAV LAVATORY

LB, LBS POUND

LBP LEAD BASED PAINT

LBR LUMBER

LCP LEAD CONTAINING PAINT, LIGHTING CONTROL

PANEL

LDG LANDING

LE/FE LOW EMITTING AND FUEL EFFICIENT

LED LIGHT EMITTING DIODE

LF LINEAR FEET (LONG)

LFMC LIQUID-TIGHT FLEXIBLE METAL CONDUIT

LG LONG

LH LEFT HAND

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNDSCP LANDSCAPE

LOC LOCATION

LP LOW POINT

LS LIME-STABILIZED, LUMP SUM

LSIG LONG TIME, SHORT TIME, INSTANTANEOUS,

GROUND FAULT

LT LEFT, LIGHT

LTG LIGHTING

LV LOW VOLTAGE

LVDR LOUVER DOOR

LVR LOUVER

LYR LAYER

DRAWING ABBREVIATIONS CONTINUED

T

T S

XETE

FO

S A

T

RE

YD.RIC

E

2675 5

R E G

IS

TE

RED ARCH

ITE

C T

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

T

IN

IA

N

I N

T E

R N

A T

IO

N

A L

A

IR

P O

R T

T

IQ

T

IN

IA

N

C

N M

I

N A

V F

A C

P A

C

IF

IC

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

M A

K A

L A

P A

H

A W

A

II

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

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

1 2 3 4 5

D

C

B

A

1 2 3 4 5

AS SHOWN

1581706

FIRE PROTECTION

F Y

M C

A F

P -9

A

P S

IN

T E

N A

N C

E S

U P

P O

R T

F A

C

IL

V F

A C

P A

C

IF

IC

F

IN

A L

R E

-D E

S

IG

N S

U B

M

IT

T A

L

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

SEAL

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0341

JEG NO. WFXO6306

DRAWFORM REVISION: 30 APR 2015THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

RM

KY

K. YOSHIMOTO

JC

GI003

TDR BCG JH

A B

B R

E V

IA

T

IO

N

S C

O N

T

IN

U E

D

17231095

M

M METER

M/S MOTOR STARTER

MACH RM MACHINE ROOM

MAINT, MX MAINTENANCE

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MAU MAKE-UP AIR UNIT

MAX MAXIMUM

MB MOISTURE BARRIER

MC MISCELLANEOUS CHANNEL SHAPE, MOISTURE

CONTENT

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MD METAL DECK, MOTORIZED DAMPER

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MEP MECHANICAL, ELECTRICAL, PLUMBING

MEZZ MEZZANINE

MF MILL FINISH

MFG, MFR MANUFACTURER

MGB MAIN GROUNDING BUSBAR

MH MANHOLE, MAINTENANCE HOLE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MLDG MOLDING (MOULDING)

MLO MAIN LUGS ONLY

MLWK MILLWORK

mm MILLIMETER

MNS MASS NOTIFICATION SYSTEM

MO MASONRY OPENING

MOD MODIFY

MOP MAXIMUM OVERCURRENT PROTECTION

MOT MOTOR

MP MAIN PANELBOARD

MRT MARBLE THRESHOLD

MS MOP SINK

MSB MOP SERVICE BASIN

MSD MAIN SERVICE DISCONNECT

MSE MAIN SERVICE ENTRANCE

MT STRUCTURAL TEE CUT FROM MISC STEEL

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MVBL MOVABLE

MW MICROWAVE, MONITORING WELL

MWP MEMBRANE WATERPROOFING

N

N NEUTRAL, NORTH (FOR COORDINATES)

N/A NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTERERS

ASSOCIATION

NF NEAR FACE, NON-FUSED

NFP NAVFAC PACIFIC

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NFWH NON-FREEZE WALL HYDRANT

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN, NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NS NARROW STILE, NEAR SIDE

NSB NORMAL SWITCHBOARD

NTS NOT TO SCALE

O

OSP OUTSIDE PLANT

OWS OIL/WATER SEPARATOR

OWSJ OPEN WEB STEEL JOIST

O

OA OUTDOOR AIR, OVERALL

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OH OPPOSITE HAND

OH OPT OPPOSITE HAND OPTIONAL

OHCD OVERHEAD COILING DOOR

OHE OVERHEAD ELECTRIC

OHT OVERHEAD TELEPHONE

OHW OVERHEAD WIRE

OPNG OPENING

OPP OPPOSIT

OPQ OPAQUE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

OS OCCUPANCY SENSOR

P

P PAGE, POLE

P/T POST-TENSION (-ED, -ING)

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLE BOARD

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE, PORTLAND

CEMENT CONCRETE, PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PDS PROTECTED DISTRIBUTION SYSTEM

PE POLYETHYLENE

PEJ PREMOLDED EXPANSION JOINT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PF POWER FACTOR

PG PLATE GIRDER

PH PHASE

PI POINT OF INTERSECTION

PICV PRESSURE INDEPENDENT CONTROL VALVE

PIL PILASTER

PIR PASSIVE INFRARED

PIV POST INDICATOR VALVE

PL PLATE, PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATED

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLY WD PLYWOOD

PNEU PNEUMATIC

PNL PANEL, PANELBOARD

PORT PORTABLE

POV PRIVATELY OWNED VEHICLE

PP POWER POLE

PP PL PUSH/PULL PLATE

PR PAIR, PIPE RAIL

PRCST PRECAST

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRELIM PRELIMINARY

PRI PRIMARY

PRKG PRKG

PROJ PROJECT, PROJECTION PRESTRESSED GIRDER

PROP PROPOSED

PROT PROTECTION

PS PARKING STRUCTURE

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY, PORCELAIN TILE,

PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POINT OF VERTICAL CURVATURE, POLYVINYL

CHLORIDE PIPE, POLYVINYL CHLORIDE

PVI POINT OF VERTICAL TANGENCY

PVMT PAVEMENT

PWR POWER

Q

QT QUARRY TILE

QTY QUANTITY

R

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RESIST RESISTANT

REST RESTROOM

RET RETAINING

REV REVISION

RF RESILIENT FLOORING

RFG ROOFING

RGS RIGID GALVANIZED STEEL

RH ROOF HATCH, ROOF HOOD, RIGHT HAND

RHR RIGHT HAND REVERSE

RL ROOF LADDER

RLG RAILING

RM ROOM

RMC RIGID METAL CONDUIT

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RADIUS POINT

RPM REVOLUTIONS PER MINUTE

RPZ REDUCED PRESSURE ZONE

RSD ROLLING STEEL DOOR

RT RIGHT

RV ROOF VENT

RVL REVEAL

RW RETAINING WALL

R

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP RECEPTACLE CONTROL PANEL, REFLECTED

CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RDG INS RIGID INSULATION

RE, REF REFER, REFERENCE, REFRIGERATOR

REBAR REINFORCING STEEL BARS

REC RECEPTACLE, RECESSED

REC RM RECREATION ROOM

RECD RECEIVED

RECT RECTIFIER

RED REDUCER

REINF REINFORCING (-ED, -MENT)

REM REMOVABLE

S

SYMM SYMMETRICAL

SYS SYSTEM

S

S SINK, SOUTH (FOR COORDINATES), STANDARD

SHAPE

SA SUPPLY AIR

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SB SPLASH BLOCK

SC SEALED CONCRETE, SHEAR CONNECTORS, SLIP

CRITICAL

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SCWD SOLID CORE WOOD DOOR

SD SMOKE DETECTOR, STORM DRAIN

SDI STEEL DECK INSTITUTE

SE SERVICE ENTRANCE

SEC SECONDARY

SECT SECTION

SEER SEASONAL ENERGY EFFICIENT RATIO

SEG SEGMENT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SG STATIC GROUND

SGL SINGLE

SH SHOWER

SHT SHEET

SHT MTL

FLASH

SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SAW JOINT, SCORED JOINT

SJI STEEL JOIST INSTITUTE

SKLT SKYLIGHT

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SMLS SEAMLESS

SND SANITARY NAPKIN DISPENSER

SP SINGLE POLE, SUMP PIT

SP EL SPOT ELEVATION

SP, SPA SPACE(S

SPD SURGE PROTECTION DEVICE

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS STAINLESS STEEL, SANITARY SEWER

ST SINGLE THROW, STREET, STAIRS, STORAGE

TANK

STA STATION

STC SOUND TRANSMISSION CLASS

STIFF STIFFENER

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STND STANDARD

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

STRM STOREROOM

STRUCT STRUCTURE (-AL)

SUB FL SUBFLOOR

SV SHEET VINYL

SVC SERVICE

SW SIDEWALK

SW SWITCH

SYM SYMBOL

T

T TANGENT, TREAD

T&B TOP & BOTTOM

T&G TONGUE AND GROOVE

T/G TOP OF GRATE

T/PIPE TOP OF PIPE

T/S TUB/SHOWER

TA TRANSFER AIR

TB THROUGH BOLT, TOWEL BAR

TBM TEMPORARY BENCHMARK

TC TERRA COTTA, TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERATURE, TEMPORARY

TER TELECOMMUNICATIONS EQUIPMENT ROOM

TERM TERMINAL

TFF TOP OF FINISH FLOOR

TGB TELECOMMUNICATIONS GROUNDING BUSBAR

THK THICKNESS

THRES THRESHOLD

TK BD TACKBOARD

TMGB TELECOMMUNICATIONS MAIN GROUNDING

BUSBAR

TMPD GL TEMPERED GLASS

TMR TIMER

TMV THERMOSTATIC MIXING VALVE

TN TRUE NORTH

TO TOP OF

TOC TABLE OF CONTENT, TOP OF CONCRETE

TOPO TOPOGRAPHY

TOS TOP OF SLAB, TOP OF STEEL

TP TOP OF PAVEMENT

TPD TOILET PAPER DISPENSER

TR TELEPHONE ROOM

TRANS TRANSOM

TRTD TREATED

TS TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TW TILT WALL, TOP OF WALL

TYP TYPICAL

U

U/G UNDERGROUND

UC UNDERGROUND CONDUIT

UGC UNDERGROUND CABLE

UGE UNDERGROUND ELECTRIC

UGT UNDERGROUND TELEPHONE

UH UNIT HEATER

UL UNDERWRITER'S LABORATORIES

UNK UNKNOWN

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTED POWER SUPPLY

V

V VENT, VOLT

V/PH/HZ VOLT/PHASE/FREQUENCY

VA VOLT-AMPERE

VAC VACUMM

VAR VARIES

VAV VARIABLE AIR VOLUME

VB VINYL COMPOSITION TILE

VC VERTICAL CURVE

VD VOLUME DAMPER

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VFI VACUUM FAULT INTERRUPTER

VIF VERIFY IN FIELD

VOL VOLUME

VP VACUMM PUMP FOR RADIANT HEATER

VTR VENT THROUGH ROOF

VWF VINYL WALL FABRIC

W

WWF WELDED WIRE FABRIC

W

W WATER, WATT, WEST (FOR COORDINATES),

WIDE, WIDE FLANGE, WIDTH

W/ WITH

W/O WITHOUT

WB WALL BOX, WET BULB

WC WATER CLOSET

WCO WALL CLEANOUT

WD WOOD

WDW WINDOW

WGL WIRED GLASS

WH WALL HUNG, WATER HEATER

WHM KILOWATT-HOUR METER

WL WATER LINE

WP WEATHERPROOF, WORK POINT

WPJ WEAKENED PLANE JOINT

WSCT WAINSCOT

WT HECTARE

WT STRUCTURAL TEE CUT FROM WIDE FLANGE

BEAM, WEIGHT

WV WATER VALVE

X

XFMR TRANSFORMER

XFR TRANSFER

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

Y

Y YARD

Z

Z IMPEDANCE

EGRESS WIDTH PER OCCUPANT - LEVEL COMPONENTS

FLOOR LOAD

WIDTH

PER OCC

DOOR WIDTH

PROVIDED

NOTES

WIDTH

REQUIRED

LEVEL 1 13 -5.1mm 66.3mm 3200mm

N

E R

E R I

G S T

E R

E

NI

C

TE

A

OF

S

T

OF

R

ILA

N

AI

G

SEFORP

ED

OIS N

LA

E

D

A V

IS

J. NGUY

E N

F

IRE PROTEC

T I O N

FP 2079

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

T

IN

IA

N

I N

T E

R N

A T

IO

N

A L A

IR

P

O R

T

T

IQ

T

IN

IA

N

C N

M I

N A

V F

A C

P A

C

IF

IC

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

M A

K A

L A

P A

H

A W

A

II

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

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

1 2 3 4 5

D

C

B

A

1 2 3 4 5

AS SHOWN

1581706

FIRE PROTECTION

F Y

M

C A

F P

-9

A P

S

IN

T E

N A

N C

E S

U P

P O

R T

F A

C

IL

V F

A C

P A

C

IF

IC

F

IN

A L R

E -D

E S

IG

N

S U

B M

IT

T

A L

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

SEAL

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0341

JEG NO. WFXO6306

DRAWFORM REVISION: 30 APR 2015

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

RM

KY

K. YOSHIMOTO

JC

GI010

JDS SKR JH

C O

D E

A N

A L Y

S

IS

17231096

GENERAL NOTES

A THIS PROJECT WILL BE DESIGNED AND CONSTRUCTED IN

CONFORMANCE WITH UFC 3-600-01 AND UFC 1-200-01. UFC

3-600-01 AND UFC 1-200-01 REFERENCES INTERNATIONAL

BUILDING CODE FOR TYPE OF CONSTRUCTION,

ALLOWABLE HEIGHT AND AREA LIMITATIONS, AND

OCCUPANCY SEPARATION REQUIREMENTS. UFC 3-600-01

REFERENCES NFPA 101, LIFE SAFETY CODE, FOR BUILDING

CONSTRUCTION RELATED TO EGRESS AND SAFETY TO

LIFE. IN CONFLICTS BETWEEN THE IBC AND NFPA 101

RELATED TO FIRE-RESISTANCE RATINGS, UFC 3-600-01

REQUIRES CONFORMANCE TO NFPA 101 AND APPLICABLE

CRITERIA CONTAINED IN THIS UFC.

B THE IBC FIRE-RESISTANCE REQUIREMENTS FOR

PERMANENT PARTITIONS DO NOT APPLY TO NON-BEARING

PARTITIONS. FOR FIRE RESISTANCE RATINGS OF

NON-BEARING PARTITIONS (OTHER THAN OCCUPANCY

SEPARATIONS), THIS PROJECT WILL COMPLY WITH NFPA

101 PER UFC 3-600-01.

BUILDING CODE ANALYSIS

P-9040 APSI MAINTENANCE SUPPORT FACILITY

NON-SEPARATED MIXED USE OCCUPANCY PER IBC 2015

CONSTRUCTION TYPE

(BUILDING IS FULLY PROTECTED BY AUTOMATIC

SUPPRESSION SYSTEMS PER UFC 3-600-01)

GOVERNING CODE CRITERIA

UFC 3 - 600 - 01 FIRE PROTECTION ENGINEERING CHANGE 2, 25 MARCH 2018

INTERNATIONAL BUILDING CODE (IBC) 2015

NFPA 101 LIFE SAFETY CODE 2018

OCCUPANCY CLASSIFICATIONS

BUSINESS, GROUP B IBC SECTION 304.1

MODERATE-HAZARD STORAGE, GROUP S-1 IBC SECTION 311.2

BUSINESS NFPA 101 SECTION 6.1.11.1

GENERAL BUILDING HEIGHTS AND AREAS - IBC

ALLOWABLE HEIGHT AND BUIDING AREAS

BUSINESS GROUP B TYPE II B

ALLOWABLE HEIGHT: 16.8 M

ALLOWABLE NO. STORIES: 3

ALLOWABLE AREA (PER FLOOR) 2136.8 m²

FORM 1391 AUTHORIZED GUIDANCE AREA: 464 m²

BUILDING AREA PER UFC 3-101-01: 462 m²

(AREA CALCULATED FROM THE EXTERIOR

FACE OF THE EXTERIOR WALL PLUS 1/2

COVERED AREAS)

BUILDING AREA PER NFPA 101 & IBC 2015: 436 m²

(AREA CALCULATED FROM THE INTERIOR

FACE OF THE EXTERIOR WALL)

BUILDING AREA:

FIRE-RESISTANCE-RATED CONSTRUCTION - NFPA 101

TABLE 8.3.3.2.2 OPENING FIRE-PROTECTION RATINGS

NON-BEARING WALLS

INTERIOR 0 HOUR

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HOUR

TYPES OF CONSTRUCTION - IBC AND UFC

IBC TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

PRIMARY STRUCTURAL FRAME 0 HOUR

BEARING WALLS

INTERIOR 0 HOUR

EXTERIOR 0 HOUR

FLOOR AREA (W/ MAX OCCUPANT LOADS) PER UFC 3-600-01 CH 10 & NFPA 101

STORAGE 366.7 SM (1:46.5)

69.3 SM (1:14)BUSINESS

8 OCCUPANTS

5 OCCUPANTS

TABLE 506.2

UFC 3 - 101 - 01 ARCHITECTURE CHANGE 3, 20 JUNE 2016

UFC 1 - 200 - 01 DOD BUILDING CODE CHANGE 1, 01 NOVEMBER 2018

OCCUPANT LOADS - NFPA 101

MINIMUM FIRE DOOR FIRE PROTECTION RATINGS

1 HOUR FIRE BARRIER 45 MIN.

IBC TYPE II-B

MODERATE-HAZARD STORAGE GROUP S-1 TYPE II B

ALLOWABLE HEIGHT: 16.8 M

ALLOWABLE NO. STORIES: 2

ALLOWABLE AREA (PER FLOOR) 1625.8 m²

GENERAL BUILDING HEIGHTS AND AREAS - IBC

TABLE 504.4

TABLE 504.3

TABLE 506.2

TABLE 504.4

TABLE 504.3

MEANS OF EGRESS - NFPA 101

SECTION 7.2.1.2.3.2 MINIMUM EXIT DOOR WIDTH 810mm CLEAR WIDTH

TABLE A.7.6 TRAVEL DISTANCE (METERS)

BUSINESS (UNSPRINKLERED) 61 M

STORAGE (UNSPRINKLERED) 61 M

TABLE A.7.6 COMMON PATH EGRESS TRAVEL (METERS)

BUSINESS (UNSPRINKLERED) 23 M

STORAGE (UNSPRINKLERED) 15 M

TABLE A.7.6 DEAD ENDS - MAXIMUM LENGTH (METERS)

BUSINESS (UNSPRINKLERED) 6.1 M

STORAGE (UNSPRINKLERED) 15 M

SECTION 7.4.1 MIN EXITS PER STORY (13 OCCUPANTS) 2

UFC 3-600-01 8-3.1.2 EXPOSED INSULATION IN CONCEALED SPACES OF SPRINKLERED

BUILDINGS MUST BE SPECIFIED TO HAVE A FLAME SPREAD OF

25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS.

UFC 3-600-01 4-44.5.2.2 OTHER OCCUPANCIES, SUCH AS OFFICES OR SHOPS, MUST BE

SEPARATED FROM THE WAREHOUSE AND STORAGE AREA BY A

MINIMUM OF 1-HOUR FIRE-RATED CONSTRUCTION.

NFPA 220 TYPE 11 (0,0,0)

STORAGE NFPA 101 SECTION 6.1.13.1

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HOUR

IBC TABLE 602 FIRE-RESISTANCE RATING FOR EXTERIOR WALLS

NON-BEARING WALLS

EXTERIOR 0 HOUR

GREATER THAN 10M FROM IMAGINARY PROPERTY LINE

SECTION 42.2.4.1(1) THE SUPPORT AREA OF THE FACILITY IS EQUIPPED WITH A SINGLE

EXIT DOOR DISCHARGING DIRECTLY TO THE EXTERIOR. A SINGLE

MEANS OF EGRESS IS PERMITTED FROM ORDINARY HAZARD

STORAGE OCCUPANCIES PROVIDED THAT THE EXIT CAN BE

REACHED WITH THE COMMON PATH OF TRAVEL DISTANCE

LIMITATION (15 M). THE TOTAL TRAVEL DISTANCE FROM THE MOST

REMOTE POINT WITHIN THE SUPPORT SPACE TO THE EXIT IS

APPROXIMATELY 13.6 M.

AREA/ROOM OCCUPANCY/USE AREA (m2) LOAD FACTOR (m2/OCCUPANT) TOTAL

STORAGE

READY ROOM

JANITORS

TOILET

STORAGE

STORAGE

BUSINESS

BUSINESS

46.5

46.5

13 OCCUPANTSTOTAL CALCULATED BUILDING OCCUPANT LOAD

ACTUAL HEIGHT: 7 M

ACTUAL NO. STORIES: 2

ACTUAL AREA (PER FLOOR) 436 m²

GENERAL BUILDING HEIGHTS AND AREAS - IBC

LIFE SAFETY LEGEND

EXIT LOCATION (DOOR NUMBER)

INDICATES START OF CP & TD

INDICATES END OF CP

INDICATES POINT OF EXIT

123B

146 TD 75 CP

1 HOUR FIRE RATED PARTITION

PATH OF EXIT TRAVEL WITH DISTANCES FROM SELECTED REMOTE

LOCATIONS TO NEAREST EXIT. INCLUDES; TOTAL TRAVEL

DISTANCE (TD) AND COMMON PATH OF TRAVEL(CP).

EXIT LIGHT FIXTURE, REFER TO

ELECTRICAL DRAWINGS

ROOM NUMBER117

TOTAL CLEAR WIDTH OF DOOR (IN mm)

BFE BRACKET MOUNTED FIRE EXTINGUISHER;

4.5 KG ABC FIRE EXTINUISHER (GFGI)

OCCUPANCY LEGEND - NFPA 101

BUSINESS USE (5 OCCUPANTS)

STORAGE USE (8 OCCUPANTS)

B C D

A

103A

102A

101A

STORAGE AREA

READY ROOM

TOILET

JANITOR

100C

11500 CP

MECH YARD

100A

24350 TD

100E

101B

13560 TD

BFE

BFE

N

E R

E R I

G S T

E R

E

NI

C

TE

A

OF

S

T

OF

R

ILA

N

AI

G

SEFORP

ED

OIS N

LA

E

D

A V

IS

J. NGUY

E N

F

IRE PROTEC

T I O N

FP 2079

SCALE: 1:100

0 2000 4000 SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

T

IN

IA

N

I N

T E

R N

A T

IO

N

A L A

IR

P

O R

T

T

IQ

T

IN

IA

N

C N

M I

N A

V F

A C

P A

C

IF

IC

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

M A

K A

L A

P A

H

A W

A

II

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

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

1 2 3 4 5

D

C

B

A

1 2 3 4 5

AS SHOWN

1581706

FIRE PROTECTION

F Y

M

C A

F P

-9

A P

S

IN

T E

N A

N C

E S

U P

P O

R T

F A

C

IL

V F

A C

P A

C

IF

IC

F

IN

A L R

E -D

E S

IG

N

S U

B M

IT

T

A L

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

SEAL

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0341

JEG NO. WFXO6306

NORTH

DRAWFORM REVISION: 30 APR 2015

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

RM

KY

K. YOSHIMOTO

JC

GI013

JDS SKR JH

L

IF

E S

A F

E T

Y P

L A

N

17231097

DESIGN CRITERIA

A NFPA 101, LIFE SAFETY CODE, 2018 EDITION; FIRE SMOKE

RESISTANCE RATING OF INTERIOR NON-LOAD BEARING

PARTITIONS (OTHER THAN OCCUPANCY SEPARATION),

MEANS OF EGRESS REQUIREMENTS, INTERIOR FINISH, AND

FEATURES OF FIRE PROTECTION (E.G. VERTICAL OPENINGS).

B INTERNATIONAL BUILDING CODE, 2015 EDITION; ALLOWABLE

CONSTRUCTION TYPE, BUILDING HEIGHT, BUILDING AREA,

BUILDING SEPARATION DISTANCE, AND OCCUPANCY

SEPARATION.

GENERAL NOTES - LIFE SAFETY PLAN

A REFER A-601 FOR PENETRATION DETAILS

ROOM SCHEDULE

ROOM # ROOM NAME

PROVIDED AREA

(NET)

LEVEL 01

100 STORAGE AREA Not Enclosed

101 READY ROOM 49 m²

102 JANITOR 7 m²

103 TOILET 7 m²

104 MECH YARD 46 m²

SCALE 1 : 100

A1

LIFE SAFETY PLAN

T S

XETE

FO

S A

T

RE

YD.RIC

E

2675 5

R E G

IS

TE

RED ARCH

ITE

C T

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

T

IN

IA

N

I N

T E

R N

A T

IO

N

A L A

IR

P

O R

T

T

IQ

T

IN

IA

N

C N

M I

N A

V F

A C

P A

C

IF

IC

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

M A

K A

L A

P A

H

A W

A

II

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

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC DATE

APPROVED

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

1 2 3 4 5

D

C

B

A

1 2 3 4 5

AS SHOWN

1581706

FIRE PROTECTION

F Y

M

C A

F P

-9

A P

S

IN

T E

N A

N C

E S

U P

P O

R T

F A

C

IL

V F

A C

P A

C

IF

IC

F

IN

A L R

E -D

E S

IG

N

S U

B M

IT

T

A L

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

SEAL

A/E INFO

D

C

B

A

A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274218F0341

JEG NO. WFXO6306

DRAWFORM REVISION: 30 APR 2015

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

INSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

MARK PETERSEN, PM, PER

SAT-TO FORM DTD 01 OCT 2021

RM

KY

K. YOSHIMOTO

JC

GI020

TDR SKR JH

A

IR

B A

R R

IE

R

17231098

GENERAL NOTES - AIR BARRIER

A ALL DASHED LINES REPRESENT AREAS THAT ARE

CONDITIONED AIR VOLUMES INCLUDED WITHIN THE AIR

BARRIER TESTING REQUIREMENTS.

B TOTAL AREA OF AIR BARRIER ENCOMPASSES ENTIRE

BUILDING ENVELOPE.

APPROXIMATE AIR BARRIER SURFACE AREA: 1043 m²

SCALE NTS

A1

AIR BARRIER LIMITS

9-24-21

F

FFFFFFF

W W

S

F

F

F

A.P4.CI.00

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx

Wx

W x

W x

W x

Wx

W x

W x

MAIN ENTRANCE

R

R

R

R

7.200

75mm WATER LINE

EXISTING 300mm WATER LINE

FIRE DEPARTMENT

ACCESS FROM

BROADWAY

FIRE DEPARTMENT

ACCESS FROM

AIRFIELD

150mm FIRE WATER LINE

APSI MAINTENANCE

SUPPORT FACILITY

FFE: 75.00m

EXISTING 75mm WATER LINE

EXISTING

AIRFIELD

LIGHTING

VAULT

R

150mm FIRE WATER LINE

FIRE HYDRANT

FIRE HYDRANT

R

REFER TO ARCHITECTURAL PLANS FOR BUILDING

DIMENSIONS.

FIRE LANE

A

W

DOMESTIC WATER LINE

W x

EXISTING WATER LINE

F

FIRE WATER LINE

CODE COMPLIANCE PLAN GENERAL

NOTES

LEGEND

BUILDING IS LOCATED WITHIN A SECURED

PERIMETER.

B

GATE VALVE

SCALE

CODE COMPLIANCE PLAN

A1

1:200

GI100SCALE: 1:200

0 4000 8000

1 2 3 4 5

D

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

T I N

I A

N

I N

T E

R N

A T

I O

N A

L

A

I R

P O

I Q

T

I N

I A

N

C

N M

I

N A

V F

C

I F

I C

D E

P A

R T

M E

T

V

Y

M A

K A

L A

P A

H

A W

A I I

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

S Y

M D

E S

C R

I P

T I O

N D

A T

E

AS SHOWN

1581706

FIRE PROTECTION

PRELIMINARY FOR

REVIEW ONLY

N A

V F

C

I F

I C

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A/E Contract No. N62742-17-D-0003

A/E Task Order No. N6274218F0341

DRAWFORM REVISION: 30 APR 2015

DATE

These documents are for Design

Review and not intended for

Construction Bidding or Permit

Purposes. They were prepared by, or under the supervision of:

JEG NO. WFXO6306

F Y

A

F

P

A

P S

I

M A

I N

T E

N A

N C

E

S

U P

P O

C

I L

I T

Y

NORTH

KHK SMC JDEJDS BAB WAC

RM

KY

K. YOSHIMOTO

JC

Name

Registration Number #

10 SEP 2021

Date

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

S

Y S

T E

M

M A

N D

F I N

D

E S

I G

N

S

U B

M I T

T A

L

A

DAVIS J. NGUYEN

FP-2079

17231099

NOTE:

UNLESS OTHERWISE STATED, ALL CIVIL PLAN

SHEETS DIMENSIONS ARE IN METERS.

C O

M

P L

I A

N C

E

P

L A

N

JDS BAB WAC

KATHYRIYA H. KENNEDY

9824498244

05/21/2020 09/24/2021

A.P4.CI.00

CB

CB

S D x

S D x

S D x

S D x

S

D x

S

D x

S D x

S D x

S D x

CB CBSDSDSDSDSD

S D x

S D x

7.2

S F

S F

S F

SFSFSFSFSFSFSF

S

F

S

F

S

F

S F

S F

S F

S F

S F

S F

S F

S F

APSI MAINTENANCE

SUPPORT FACILITY

FFE: 75.00m

74.25

74.50

.7

74.75

74.5

.5

A

EXISTING MAJOR CONTOUR

ALL ELEVATIONS ARE IN METERS.

B CONTOUR INTERVAL IS 0.25 m.

C ALL CATCH BASINS MUST HAVE INLET PROTECTION

DURING CONSTRUCTION ACTIVITIES.

EXISTING MINOR CONTOUR

EXISTING STORM DRAIN MANHOLE

EXISTING CATCH BASIN

75.25

SILT FENCE; RE: C1/GC500

SF

CONSTRUCTION ENTRANCE; RE: A1/GC500

KEYNOTES

100 CONSTRUCTION ENTRANCE, RE: A1/GC500

D REFER TO HAUL ROUTE SHEET G-100 FOR STAGING

AREA.

E CONTRACTOR MUST PROVIDE APPROPRIATE EROSION

CONTROL MEASURES FOR THE STAGING AREA.

101 SILT FENCE, RE: C1/GC500

F FURNISH EROSION CONTROL MEASURES AS

INDICATED ON THE PLANS AND AS FIELD CONDITIONS

WARRANT PRIOR TO COMMENCING ANY

CONSTRUCTION ACTIVITIES. REPAIRS OR

MODIFICATIONS TO THE MEASURES SHOULD BE MADE

IF CONTROL MEASURES PROVE INEFFECTIVE OR IF

ADDITIONAL CONTROL MEASURES ARE NECESSARY.

INLET PROTECTION, RE: A3/GC500

STORM DRAIN LINE

SD

LIMITS OF CONSTRUCTION

103 LIMITS OF CONSTRUCTION

CB

CATCH BASIN, RE: A4/CG500

CB

EROSION CONTROL PLAN GENERAL

NOTES

LEGEND

EXISTING STORM DRAIN LINE

SD

X

MAJOR CONTOUR

MINOR CONTOUR

75.25

104 SUGGESTED LOCATION FOR SEDIMENT BASIN. IF

ELECTED AS A MEANS TO REMOVE SEDIMENT, BASIN

MUST BE SIZED USING 38MM RAINFALL DEPTH OVER THE

AREA IT INTENDS TO TREAT.

SCALE

EROSION CONTROL PLAN

A1

1:200

GC100SCALE: 1:200

0 4000 8000

KATHYRIYA H. KENNEDY

TX 98244

1 2 3 4 5

D

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

T I N

I A

N

I N

T E

R N

A T

I O

N A

L

A

I R

P O

I Q

T

I N

I A

N

C

N M

I

N A

V F

C

I F

I C

D E

P A

R T

M E

T

V

Y

M A

K A

L A

P A

H

A W

A I I

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

S Y

M D

E S

C R

I P

T I O

N D

A T

E

AS SHOWN

1581706

FIRE PROTECTION

PRELIMINARY FOR

REVIEW ONLY

N A

V F

C

I F

I C

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A/E Contract No. N62742-17-D-0003

A/E Task Order No. N6274218F0341

DRAWFORM REVISION: 30 APR 2015

DATE

These documents are for Design

Review and not intended for

Construction Bidding or Permit

Purposes. They were prepared by, or under the supervision of:

JEG NO. WFXO6306

F Y

A

F

P

A

P S

I

M A

I N

T E

N A

N C

E

S

U P

P O

C

I L

I T

Y

NORTH

KHK SMC JDE

RM

KY

K. YOSHIMOTO

JC

Name

Registration Number #

10 SEP 2021

Date

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

S

Y S

T E

M

M A

N D

F I N

D

E S

I G

N

S

U B

M I T

T A

L

A

17231100

NOTE:

UNLESS OTHERWISE STATED, ALL CIVIL PLAN

SHEETS DIMENSIONS ARE IN METERS.

E R

O S

I O

N

C

O N

T R

A

N

KATHYRIYA H. KENNEDY

9824498244

05/21/2020 09/24/2021

GC500

KATHYRIYA H. KENNEDY

TX 98244

1 2 3 4 5

D

C

B

A

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO

ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.

IF SHEET IS LESS THAN 559 X 864

REDUCED PRINT. USE GRAPHIC SCALES

1 2 3 4 5

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE

T I N

I A

N

I N

T E

R N

A T

I O

N A

L

A

I R

P O

I Q

T

I N

I A

N

C

N M

I

N A

V F

C

I F

I C

D E

P A

R T

M E

T

V

Y

M A

K A

L A

P A

H

A W

A I I

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

S Y

M D

E S

C R

I P

T I O

N D

A T

E

AS SHOWN

1581706

FIRE PROTECTION

PRELIMINARY FOR

REVIEW ONLY

N A

V F

C

I F

I C

TEXAS REGISTERED ENGINEERING FIRM F-2966

JACOBS GOVERNMENT SERVICES COMPANY

777 MAIN STREET

FORT WORTH, TEXAS 76102

A/E INFO

D

C

B

A/E Contract No. N62742-17-D-0003

A/E Task Order No. N6274218F0341

DRAWFORM REVISION: 30 APR 2015

DATE

These documents are for Design

Review and not intended for

Construction Bidding or Permit

Purposes. They were prepared by, or under the supervision of:

JEG NO. WFXO6306

F Y

A

F

P

A

P S

I

M A

I N

T E

N A

N C

E

S

U P

P O

C

I L

I T

Y

KHK SMC JDE

RM

KY

K. YOSHIMOTO

JC

Name

Registration Number #

10 SEP 2021

Date

N A

V A

L

F

A C

I L

I T

I E

S

E

N G

I N

E E

R I N

G

S

Y S

T E

M

M A

N D

F I N

D

E S

I G

N

S

U B

M I T

T A

L

A

M

I N

NTS

SECTION A-A

NTS

PLAN

PLAN

PLAN

CURB

A

A B

B

SECTION A-A SECTION B-B

CRUSHED AGGREGATE

(STONE SIZE RC-40)

GEOTEXTILE

A A

SCALE

AREA INLET PROTECTION

A3

N.T.S.

N

100mm

M

STEEL OR WOOD POST-IMBED 0.9M

1. SET POSTS AND EXCAVATE A 0.1M X 0.1M

TRENCH UPSLOPE ALONG THE LINE OF POSTS.

2. STAPLE WIRE FENCING TO THE POSTS.

3. ATTACH THE FILTER BARRIER FABRIC TO THE

WIRE FENCE AND EXTEND IT INTO THE TRENCH.

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.

12-1/2 GAUGE (MIN)

WIRE

GROUND LINE

NOTES:

1. SILT FENCE MAY BE INSTALLED USING EITHER TRENCH OR SOIL SLICING CONSTRUCTION METHOD.

2. WHEN ASSEMBLING SILT FENCE ON-SITE, COMPACT THE BACKFILL SOIL IMMEDIATELY NEXT TO THE SILT

FENCE GEOTEXTILE. COMPACT THE UPSTREAM SIDE FIRST, AND THEN THE DOWNSTREAM SIDE. WHEN

INSTALLING PRE-ASSEMBLED SILT FENCE, CARE MUST BE TAKEN TO SUFFICIENTLY COMPACT SOIL

ADJACENT TO THE INSTALLED GEOTEXTILE AND POSTS. THE SOIL ADJACENT TO THE BURIED SILT FENCE

GEOTEXTILE MUST BE COMPACTED TO ACHIEVE NO LESS THAN 50% OF ITS ORIGINAL IN-SITU DENSITY.

3. REFER TO PLAN FOR LOCATION AND DEPICTION OF THE OVERALL LENGTH OF SILT FENCE.

SCALE

SILT FENCE

C1

N.T.S.

SCALE

STABILIZED CONSTRUCTION ENTRANCE

A1

N.T.S.

MESH SPACING 150mm (MAX)

NOTE:

PLACE BAGS AS SUCH THAT THERE ARE NO GAPS BETWEEN BAGS. BAGS MAY

BE SINGLE OR DOUBLE LAYERS, AS THE SITUATION DICTATES.

NOTE:

CONTRACTOR MAY USE RECYCLED AGGREGATES IF GRADATION REQUIREMENTS ARE MET.

CRUSHED STONE CONTAINED IN PERVIOUS

BURLAP BAGS OF IN SYNTHETIC NET BAGS

(3 MESH), APPROXIMATELY 600mm LONG, 300mm WIDE AND 150mm HIGH

CURB

AS SHOWN

P E

R

P

L A

N

17231101

NOTE: UNLESS OTHERWISE STATED,

DIMENSIONS ARE IN MILLIMETERS.

FILTER BARRIER FABRIC

E R

O S

I O

N

C

O N

T R

T

A I L

S

CONTOUR INTERVAL IS 0.25 m.

REFER TO SHEET GC500 FOR EROSION CONTROL DETAILS.

ALL CATCH BASINS MUST HAVE INLET PROTECTION DURING

CONSTRUCTION ACTIVITIES.

INSTALL EROSION CONTROL MEASURES AS INDICATED ON THE

PLANS AND AS FIELD CONDITIONS WARRANT PRIOR TO

COMMENCING ANY CONSTRUCTION ACTIVITIES. REPAIRS OR

MODIFICATIONS TO THE MEASURES SHOULD BE MADE IF CONTROL

MEASURES PROVE INEFFECTIVE OR IF ADDITIONAL CONTROL

MEASURES ARE NECESSARY.

MINIMIZE UNNECESSARY CLEARING AND GRADING FROM ALL

CONSTRUCTION SITES. CLEARING AND GRADING MUST ONLY BE

PERFORMED WITHIN AREAS NEEDED TO BUILD THE PROJECT,

INCLUDING STRUCTURES, UTILITIES, ROADS, RECREATIONAL

AMENITIES, POST-CONSTRUCTION STORM WATER MANAGEMENT

FACILITIES, AND RELATED INFRASTRUCTURE. CLEARING SHOULD

ONLY BE SCHEDULED DURING THE DRY SEASON IF POSSIBLE.

MASS CLEARING DURING THE WET SEASON SHOULD BE AVOIDED.

A.

B.

C.

D.

E.

G.

H.

DISTURBED AREAS MUST BE STABILIZED AS SOON AS FEASIBLY

POSSIBLE AFTER CONSTRUCTION IS COMPLETED WITHIN A

DESIGNATED CONSTRUCTION AREA, AND IN NO CASE LONGER THAN

14 DAYS AFTER COMPLETION OF ACTIVE CONSTRUCTION.

PERIMETER SEDIMENT CONTROLS MUST BE APPLIED TO RETAIN OR

FILTER CONCENTRATED RUNOFF FROM DISTURBED AREAS TO TRAP

OR RETAIN SEDIMENT BEFORE IT LEAVES A CONSTRUCTION SITE.

UPLAND RUNOFF SHOULD BE DIVERTED AROUND EXCAVATIONS

WHERE POSSIBLE.

SEDIMENT TRAPPING AND SETTLING DEVICES MUST BE EMPLOYED

TO TRAP AND/OR RETAIN SUSPENDED SEDIMENTS AND ALLOW TIME

FOR THEM TO SETTLE OUT IN CASES WHERE PERIMETER SEDIMENT

CONTROLS (E.G., SILT FENCE) ARE DEEMED TO BE INEFFECTIVE IN

TRAPPING SUSPENDED SEDIMENTS ON-SITE.

ALL CONSTRUCTION SITE MANAGERS (OR SUPERINTENDENTS)

MUST PROVIDE DOCUMENTATION THAT THEY HAVE RECEIVED

ADEQUATE TRAINING IN THE APPLICATION AND MAINTENANCE OF

EROSION AND SEDIMENT CONTROL PRACTICES.

I.

J.

K.

L.

ALL CONSTRUCTION SITE MANAGERS MUST PARTICIPATE IN A

PRE-CONSTRUCTION MEETING WITH APPLICABLE AUTHORITY TO

REVIEW THE PROVISIONS OF THE EROSION AND SEDIMENT

CONTROL PLAN AND MAKE…