PlansV1.2_HangarAMU.pdf

PDF 39 MB Posted Oct 13, 2021

Attached to: Construction of AFSOC Three-Bay Aircraft Hangar / AMU
Solicitation number: W912HV22B0001
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides a presolicitation notice for the construction of an AFSOC three-bay aircraft hangar and aircraft maintenance unit at Yokota Air Base in Japan. The U.S. Army Corps of Engineers, Japan District will issue an invitation for bids for the project in October 2022. The project scope includes construction of a 7,013 square meter hangar and aircraft maintenance unit facility with three aircraft bays, foundations, steel framing, metal deck roofing, bridge cranes, motorized hangar doors, fire suppression systems, and associated support areas. Supporting facilities and site work include utilities, pavements, communications, parking lots and airfield access pavements. An organized site visit is scheduled for November 17, 2021 and a virtual pre-bid conference is scheduled for November 16, 2021. Interested offerors must be locally-based in Japan, authorized to conduct construction work in Japan, and registered in the System for Award Management database to be eligible for award.

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Other files

File	Type	Posted
PlansV2_HangarAMU.pdf	PDF	Oct 13, 2021
AFSOC Three-Bay BLANK Visitor Request.xlsx	XLSX spreadsheet	Oct 13, 2021
AFSOC Three-Bay Site Visit Map.pdf	PDF	Oct 13, 2021
Specs_HangarAMU.pdf	PDF	Oct 13, 2021
PlansV1.1_HangarAMU.pdf	PDF	Oct 13, 2021

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SCALE: 1: 100

REFERENCING SYMBOLS

ELEVATION

DETAIL

SECTION

DRAWING TITLE

1 : 100

DRAWING SCALE

DRAWING TITLE NUMBER

NUMBER OF SHEET ON WHICH

DETAIL OF THE CONDITION IS

DRAWN

DETAIL IDENTIFICATION NUMBER

NUMBER OF SHEET ON WHICH

ELEVATION IS SHOWN

DIRECTION

ELEVATION IDENTIFICATION NUMBER

STANDARD ARCHITECTURAL ABBREVIATIONS

ROOM NUMBERS

DOOR NUMBERS

ROOM NUMBER - FIRST DIGIT INDICATES FLOOR OR

LEVEL - REFERENCE PLAN SHEETS FOR ROOM

SCHEDULE WITH ROOM NAMES

DOOR OR BORROWED LITE NUMBER - NUMBER

CORRESPONDS WITH ROOM WHERE DOOR OCCURS-

SUBSEQUENT LETTERS REPRESENT ROOMS WITH

MULTIPLE DOORS OR BORROWED LITES - REFER

TO DOOR SCHEDULE

INTERIOR WALL TYPES

INTERIOR WALL TYPEB1

TOILET ROOM ACCESSORIES

TOILET ACCESSORY - REFER TO PROJECT MANUAL

WINDOW NUMBERS

EXTERIOR WINDOW OPENING NUMBER

- REFER TO WINDOW SCHEDULE

REVISIONS

CLOUD SURROUNDING AREA OF

CURRENT REVISION

AT (THE RATE OF)

AND

NUMBER OR POUND

ABA

ABV

ACT

ADDL

ADJ

ADJT

A/E

AFF

AFG

AGG

AHJ

AL, ALUM

ALT

ANOD

APPD

APPROX

ARCH

ASPH

A/V

AVG

ARCHITECTURAL BARRIERS ACT

ANCHOR BOLT

ABOVE

ACOUSTICAL/AIR CONDITIONING

ACOUSTIC TILE

AREA DRAIN

ADDITIONAL

ADJUSTABLE

ADJACENT

ARCHITECT/ENGINEER

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AGGREGATE

AUTHORITY HAVING JURISDICTION

ALUMINUM

ALTERNATE

ANODIZED

ACCESS PANEL

APPROVED, APPLIED

APPROXIMATE

ARCHITECTURAL

ASPHALT

AUDIO VISUAL

AVERAGE

B/B B/C B/F

BIT

BLDG

BLKG

BLKGBM

BOT

BRG

BTWN

BUR

BASELINE

BACK TO BACK

BOTTOM OF CURB

BOTTOM OF FOOTING

BOARD

BITUMINOUS

BUILDING

BLOCKING

BENCHMARK, BEAM

BOTTOM

BASE PLATE

BEARING

BETWEEN

BUILT-UP ROOF

CAB

CCTV

CEM

CFMF

CKBD

CLG

CLR

COL

COMB

COMP

CONC

CONN

CONST

CONST JT

CONT

CONTR

COORD

COR

CORR

CSK

CTR

CYL

CABINET

CLOSED CIRCUIT TV

CEMENT

COLD-FORMED METAL FRAMING

CORNER GUARD

CABINET HEATER

CONTROL JOINT

CHALKBOARD

CENTERLINE, CLOSET

CEILING

CLEAR, CLEARANCE

CLEANOUT, COMPANY

COLUMN

COMBINATION

COMPOSITION, COMPACTED

CONCRETE

CONNECTION

CONSTRUCTION

CONSTRUCTION JOINT

CONTINUOUS

CONTRACTOR

COORDINATE

CORNER

CORRIDOR

CONTERSUNK

CERAMIC TILE

CENTER

CYLINDER

DBL

DEPT

DES

DET

DIA (OR Ø )

DIAG

DIM

DMPF

DWG

DOUBLE

DEPARTMENT

DESIGN

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL, DIAGRAM

DIMENSION

DEAD LOAD

DAMPPROOFING

DOWN

DOOR

DOWNSPOUT

DRAIN TILE

DRAWING

E/ E/P

ELEC

ELEV

EMER

EDGE OF

EDGE OF PAVEMENT

EACH

EXPANSION BOLT

EACH FACE

EXPANSION JOINT

ELEVATION

ELECTRIC

ELEVATOR

EMERGENCY

ENCL

EQMT

ESEW

EST

EWC

EXIST

EXH

EXP

EXT

ENCLOSE

EQUAL

EQUIPMENT

EMERGENCY SHOWER

EMERGENCY SHOWER & EYE WASH

ESTIMATE

EYE WASH

ELECTRIC WATER COOLER

EXISTING

EXHAUST

EXPOSED, EXPANSION

EXTERIOR

KIP

KIT

KNOCKDOWN

KILO-POUND

KITCHEN

KNOCKOUT

SAN

SCH

SECT

SHT

SIM

SLV

SPC

SPEC

SSK

SSM

STA

STC

STD

STL

STLF

STO

STR

SUPP

SUSP

SYM

SYS

SANITARY

SCHEDULE

SECTION

SHOWER

SHEET

SIMILAR

SAW JOINT

SINK

SLEEVE

SQUARE METER

SPECIAL

SPECIFICATION

SQUARE

STAINLESS STEEL

SERVICE SINK

STANDING SEAM METAL

STATION

SOUND TRANSMISSION CLASS

STANDARD

STEEL

STEEL JOISTS

STORAGE

STRUCTURAL

SUPPLEMENTAL

SUSPENDED

SHORT WAY

SYMMETRY, SYMMETRICAL

SYSTEM

F/ F/C F/F F/S

FAS

FDN

FFE

FF&E

FFL

FIN

FLEX

FLG

FLR

FRTWD

FTG

FUR

FUT

FACE OF

FACE OF CONCRETE

FACE TO FACE, FLOOR TO FLOOR

FACE OF STUDS

FIRE ALARM

FASTEN(ER)

FLOOR BOX

FLOOR DRAIN

FOUNDATION

FINISH FLOOR, FAR FACE

FINISH FLOOR ELEVATION

FIXTURE, FURNISHING & EQUIPMENT

FINISH FLOOR LINE

FINISH

FLEXIBLE

FLASHING

FLOOR

FIREPROOFING

FRAME

FIRE RETARDANT TREATED WOOD

FLOOR SINK

FOOT

FOOTING

FURRING

FUTURE

GAL

GALV

GEN

GOVT

GRAN

GR BM

GRD

GUT

GWB

GYP

GAUGE

GALLON

GALVANIZED

GENERAL CONTRACTOR

GENERATOR

GLASS

GAS METER

GOVERNMENT

GRADE

GRANULAR

GRADE BEAM

GROUND

GUTTER

GYPSUM WALLBOARD

GYPSUM

HDR

HDW

HORIZ

HTG

HTR

HVAC

HOSE BIBB

HANDICAPPED

HEAVY DUTY

HEADER

HARDWARE

HOLLOW METAL

HORIZONTAL

HIGH POINT

HANDRAIL

HEIGHT

HEATING

HEATER

HEATING, VENTILATING & AIR

CONDITIONING

INCL

INFO

INSUL

INT

INV

INSIDE DIAMETER

INSIDE FACE

INCH

INCLUDE

INFORMATION

INSULATION

INTERIOR

INVERT

JAN

JOIST

JANITOR

JUNCTION BOX

JOINT FILLER

JOINT

LAM

LAV

LGMF

LLH

LLV

LTG

LTWT

ANGLE, LONG, LEFT, LENGTH

LAMINATE

LAVATORY

POUND

LINEAL FOOT

LIGHT GAUGE METAL FRAMING

LEFT HAND

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOW POINT

LIGHTING

LIGHTWEIGHT

LONG WAY

MAINT

MAT

MAX

MECH

MEZZ

MFR

MISC

MOV

MTD

MTL

MULL

METER

MAINTENANCE

MATERIAL

MAXIMUM

MECHANICAL

MEZZANINE

MANUFACTURER

MINIMUM

MISCELLANEOUS

MILLIMETER

MOVABLE

MOP RECEPTOR

MOUNTED

METAL

MULLION

N/A

NIC

NOM

NRC

NTS

NOT APPLICABLE

NEAR FACE

NOT IN CONTRACT

NUMBER

NOMINAL

NOISE REDUCTION COEFFICIENT

NORTH SOUTH

NOT TO SCALE

O/O

OFF

OHD

OPHD

OPNG

OPP

OUT TO OUT

ON CENTER

OUTSIDE DIAMETER/DIMENSION

OUTSIDE FACE

OFFICE

OVERHEAD

OVERHEAD DOOR

OPPOSITE HAND

OPENING

OPPOSITE

PAV

PKG

PLAM

PLBG

PLYWD

PNL

PRF

PROP

PTN

PTWD

PVB

PAVING

PRE-FINISHED

PACKAGE

PLATE, PROPERTY LINE

PLASTIC LAMINATE

PLUMBING

PLYWOOD

PANEL

PAIR

PRE-FORMED

PROPOSED

PAINT

PARTITION

PRESSURE TREATED WOOD

POLYVINYL-BUTYRAL

QTY

QUARRY TILE

QUANTITY

RCP

REF

REFR

REINF

REM

REQD

RES

REV

RADIUS

RESILIENT BASE

REFLECTED CEILING PLAN

ROOF DRAIN

REFERENCE

REFRIGERATOR

REINFORCED, REINFORCING

REMOVE, REMOVABLE

REQUIRED

RESILIENT

REVISED, REVISION

T T&B T/

T/BM

T/C

T/COL

T/FTG

T/J T/S T/W

TBM

TEL

TEMP

THK

THRU

TKBD

TLT

TYP

TREAD

TOP & BOTTOM

TOP OF

TOP OF BEAM

TOP OF CONCRETE, TOP OF CURB

TOP OF COLUMN

TOP OF FOOTING

TOP OF JOIST

TOP OF SLAB

TOP OF WALL

TEST BORING

TEMPORARY BENCH MARK

TRENCH DRAIN

TELEPHONE

TEMPORARY, TEMPERATURE

THICK

THROUGH

TACKBOARD

TOILET

TELEVISION

TYPICAL

UNF

UNO

UNDERCUT

UNDERGROUND

UNIT HEATER

UNDERWRITERS LABORATORY

UNFINISHED

UNLESS NOTED OTHERWISE

URINAL

VAR

VCT

VERT

VEST

VIF

VTR

VARIES

VINYL COMPOSITION TILE

VERTICAL

VESTIBULE

VERIFY IN FIELD

V-JOINT

VENT THRU ROOF

W W/ W/O

WSCT

WWF

WIDE, WIDTH

WITH

WITHOUT

WOOD BASE

WATER CLOSET

WOOD

WIDE FLANGE

WALL HYDRANT, WATER HEATER

WIND LOAD

WATER METER

WATERPROOFING, WORKING POINT

WATERSTOP

WAINSCOT

WEIGHT

WELDED WIRE FABRIC

YD YARD, YARD DRAIN

RFG

RND

ROOFING

RIGHT HAND

ROOF LEADER

ROOM

ROUND

ROUGH OPENING

NOTE:

THIS LEGEND IS COMPRISED OF

STANDARD SYMBOLS AND

ABBREVIATIONS

AND APPLIES TO THIS SET OF DRAWINGS

TO THE EXTENT APPLICABLE.

A3 A-201

NUMBER OF SHEET ON WHICH

ELEVATION IS SHOWN

ELEVATION IDENTIFICATION NUMBER

DIRECTION

REVISION TAG

ISSUE REVISION

PLAN NORTH

VIEW TITLE

NORTH ARROW

GRAPHIC SCALE

INTERIOR WINDOW OPENING NUMBER

- REFER TO WINDOW SCHEDULE

A-201

ARCHITECTURE GENERAL NOTES

DIRECTION OF NORTH

ON SHEET

DIRECTION OF TRUE

NORTH - SHOWN DASHED

1. REFERENCE EACH SHEET TYPE (FLOOR, CEILING, AND ROOF PLANS,

SECTIONS, ELEVATIONS) FOR ADDITIONAL GENERAL NOTES APPLICABLE ONLY

TO THOSE SPECIFIC CONDITIONS.

2. COORDINATE ALL ARCHITECTURE DRAWINGS AND SPECIFICATIONS WITH

INTERIORS, ALL ENGINEERING DISCIPLINES AND CIVIL SITE DOCUMENTS.

3. ALL CONSTRUCTION ACTIVITY SHALL CONFORM TO ALL CURRENT YAB

CODES OF CONDUCT, STANDARDS, AND SITE ACCESS RULES. CONTRACTOR IS

RESPONSIBLE FOR ENSURING ALL EMPLOYEES MEET BASE REQUIREMENTS.

4. EACH CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEIR WORK

WITH ALL SURROUNDING CONSTRUCTION ELEMENTS AND TRADES, INCLUDING

INFORMATION PROVIDED IN THE DRAWING AND SPECIFICATIONS AS

INDICATED IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL

IDENTIFY POTENTIAL AREAS OF CONFLICT AND RESOLVE ALL ISSUES PRIOR

TO THE START OF GENERAL CONSTRUCTION.

5. FOR BUILDING CODES AND STANDARDS AFFECTING BOTH LIFE SAFETY AND

OVERALL PROJECT DESIGN REFER TO THE CODE SUMMARY AND LIFE SAFETY

SHEETS OF THE "GI" SERIES DRAWINGS. REFER TO GENERAL INFORMATION

SHEETS OF EACH ENGINEERING DISCIPLINE FOR STANDARDS PARTICULAR TO

THE DESIGN OF THOSE DISCIPLINES. FOR ALL OTHER CODES AND STANDARDS

REFER TO THE LOCAL AHJ OR BASE CONTRACTING OFFICER.

6. ALL OPENINGS IN FIRE RATED CONSTRUCTION ARE TO BE FULLY CLOSED

OR SEALED WITH FIRESTOPPING MATERIALS AND SYSTEM HAVING APPROVAL

FOR THE CONDITIONS TO BE ENCLOSED. APPROVED MATERIALS WILL MEET

ASTM E-84 AND INSTALLATION SYSTEMS WILL HAVE UL DESIGN RATING.

7. REFER TO BOTH DRAWINGS AND SPECIFICATIONS FOR INDICATIONS OF

JAPANESE MATERIALS ACCEPTABLE FOR THE CURRENT PROJECT.

8. AVAILABILITY OF ALL MATERIALS REQUIRED FOR CONSTRUCTION SHALL BE

CONFIRMED PRIOR TO START OF GENERAL CONSTRUCTION. ITEMS REQUIRING

LONG LEAD TIME OR DELIVERY FROM THE USA SHALL BE ORDERED IN TIME TO

ENSURE DELIVERY PRIOR TO SCHEDULED CONSTRUCTION PERIOD.

9. DO NOT SCALE DRAWINGS. CONFLICTS OF DIMENSIONING SHALL BE

RESOLVED PRIOR TO START OF CONSTRUCTION.

10. CONTRACTOR IS RESPONSIBLE TO VERIFY SUBSTRATES OR

CONSTRUCTION IN PROGRESS MEETS REQUIRED STANDARD FOR

INSTALLATION OF THEIR WORK. SUBSTANDARD OR UNACCEPTABLE WORK IS

TO BE CORRECTED PRIOR TO NEW WORK BEING INSTALLED.

11. CONTRACTOR IS TO PROVIDE BLOCKING PLATES IN INTERIOR WALLS FOR

ALL WALL-MOUNTED CASEWORK, FINISHES, TOILET ACCESSORIES,

HANDRAILS, OR OTHER EQUIPMENT. SEE INTERIOR WALL TYPES A-002 FOR

TYPICAL BLOCKING. COORDINATE WITH ALL TRADES FOR ITEMS REQUIRING

BLOCKING.

12. REFER COORDINATING DISCIPLINES FOR INSTALLATION HEIGHTS OF ALL

WALL-MOUNTED EQUIPMENT OR SYSTEM COMPONENTS: INTERIORS, FIRE

PROTECTION, ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS.

13. REFER STRUCTURE DRAWINGS FOR BLAST RESISTANT WINDOW DESIGN

REQUIREMENTS IN ADDITION TO ARCHITECTURE WINDOW DETAILS A-600

SERIES SHEETS. REFER STRUCTURAL DRAWINGS FOR BOLLARDS INSIDE

BUILDING, AND CIVIL DRAWINGS FOR BOLLARDS OUTSIDE BUILDING.

14. REFER INTERIORS, ELECTRICAL, AND TELECOMMUNICATIONS DRAWINGS

FOR COORDINATION OF ALL FLOOR BOXES, POWER, DATA, AND FURNITURE

LOCATIONS.

LOUVER NUMBERS

EXTERIOR LOUVER OPENING NUMBER

- REFER TO LOUVER SCHEDULE

INTERIOR LOUVER OPENING NUMBER

- REFER TO LOUVER SCHEDULE

EXTERIOR FINISH

EXTERIOR FINISH SYMBOL -

REFER TO MATERIAL LEGEND

YAB YOKOTA AIR BASE

M A

R K

E S

C R

D A

DRAFT

PRE-FORMED METAL CONTROL

JOINT AT 9000MM SPACING MAX.

SEALANT AND BACKER ROD

300 M M

6MM BENT

STEEL

PLATE

DOUBLE

TYPE C

STUDS

NOTES:

1. TYPE 'C' BACKING PLATE IS FOR WALL

MOUNTED EQUIPMENT AS DESIGNATED.

2. FOR THE METHOD OF FASTENING THE

EQUIPMENT TO THE BACKING PLATE, REFER TO

THE MOUNTING INSTRUCTIONS FOR THE

EQUIPMENT OR TO THE APPROPRIATE DETAIL.

3. CONFIRM LENGTH, HEIGHT & LOCATION OF

BACKING PLATE AND NUMBER REQUIRED WITH

ITEM TO BE MOUNTED.

4. FOR ITEMS OVER 400MM WIDE, THE DETAIL

MAY BE REPEATED AS NECESSARY.

5. DOUBLE STUDS CAN BE SCREW ATTACHED

FLANGE-TO-FLANGE OR BACK-TO-BACK

5 - #8 PAN HEAD

SHEET METAL

SCREWS - BOTH

SIDES.

PARTITION HEIGHT

5 000 AND LESS

5 025 TO 5 250 mm

DESIGN STUDS

(2) 362S125-54 (1.5mm)

(2) 362S125-68 (1.8mm)

DESIGN LOAD (K/M)

595 K/M 890 K/M

90 MM MIN. STUD @ 300 MM O.C.

U.O.N.

BACKING PLATE/RUNNER TRACK,

152MMX1MMTHK, NOTCHED AROUND

STUDS:

TYPE A1 : 1 STUD BAY

TYPE A2 : 2 STUD BAYS MIN.

3MM MAX.

GAP - BOTH

SIDES

NOTES:

1. TYPE 'A1' BACKING PLATE IS FOR SMALL ITEMS (SUCH AS SOAP

DISPENSERS, DOOR STOPS, MIRRORS, CLOTHES HOOKS, ETC.)

WHICH WEIGH OR SUPPORT WEIGHTS OF LESS THAN 11.34 KG.

2. TYPE 'A2' BACKING PLATE IS FOR UPPER WALL MOUNTED

CABINETS (UP TO 2 SHELVES). BASE CABINETS, FULL HEIGHT

CABINETS, HANDRAILS, GUARDRAILS & WALL MOUNTED

EQUIPMENT UP TO 148.819 KG PER LINEAL METER.

3. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN

ATTACHING ITEMS TO TYPE A2 BACKING PLATE.

4. STUD FLANGES ARE CONTINUOUS.

5. CONFIRM LENGTH, HEIGHT & LOCATION OF BACKING PLATE AND

NUMBER REQUIRED WITH ITEM TO BE MOUNTED.

3 - #8 PAN HEAD SHEET METAL SCREWS

#10 PAN HEAD SHEET

METAL SCREWS @

MIDHEIGHT OF PLATE

90 MM 24 GA. BACKING PLATE STIFFENERS

SCREW ANCHOR TO STUDS

90 MM MIN. TYPE C STUD @ 300 MM

O.C., U.O.N.

#10 PAN HEAD SHEET METAL

SCREWS

6 MM MAX.6 MM MAX.

CONT. 150MM 14 GA.

PLATE, 2 STUD BAYS

MIN.

NOTES:

1. TYPE 'B' BACKING PLATE IS FOR ALL UPPER

WALL MOUNTED CABINETS (OVER 2 SHELVES)

AND WALL MOUNTED EQUIPMENT UP TO 297.63

KG PER LINEAR METER.

2. USE #12 SELF TAPPING SHEET METAL

SCREWS WHEN ATTACHING ITEMS TO

BACKING PLATE.

3. STUD FLANGES ARE CONTINUOUS.

4. CONFIRM LENGTH, HEIGHT & LOCATION OF

BACKING PLATE AND NUMBER REQUIRED WITH

ITEM TO BE MOUNTED.

PROVIDE FOR 27MM

MAX

DEFLECTION

DEEP

SLOTTED

SLIP TRACK

50MM x 20GA STL

STRAPS

@ 400MM O.C. MAX

16MM DRYWALL

WHI-495-PSV-1333

TYPE 1B

DRYWALL

SCREWS

INTO STUDS

INTO SLOTS

#8 WAFERHEAD

SCREWS

TYPE 1 - SLIP TRACK AT SMOKE AND FIRE RATED PARTITIONS

PROVIDE FOR 27MM

MAX

DEFLECTION

#8 WAFERHEAD SCREW

INTO SLOTS

DEEP

SLOTTED

SLIP TRACK

TYPE 2B

TYPICAL

TYPE 2 - SLIP TRACK AT NON-FIRE AND NON-SMOKE CONDITIONS

DEEP SLOTTED

SLIP TRACK

INTO SLOTS

#8 WAFERHEAD SCREW

PROVIDE FOR 27MM MAX

DEFLECTION

DRYWALL SCREWS

INTO STUDS

TYPE 2A

(AT STC RATED PTN)

SLOTS IN SLIP TRACK SLIP TRACK

THE FIRE TESTING AGENCY

FOR THESE SLIP TRACKS IS

Warnock Hersey International (WHI)

25 6

LOCATE ANCHORS IN SLOTS AND INTO

STUDS TO ALLOW FOR MAXIMUM

DEFLECTION PLUS 10MM

MAX DEFLECTION

27MM

FIN. FLOOR

CONTIUOUS BED OF ACOUST.

SEALANT UNDER GYP. BD. (BOTH

SIDES) @ STC RATED

PARTITIONS

BASE PER SCHEDULE

GYP. BD. BOTH SIDES - SEE PART.

TYPE FOR TYPE & THICKNESS

SEE PART. TYPE FOR METAL STUDS

SIZE AND ATTENUATION BLANKET

THICKNESS

4.5 MM SHANK DIA. POWDER DRIVEN PIN

WITH 30MM PENETRATION @ 815 MM o.c.

( 400 MM o.c. @ CABINET / EQUIPMENT

PARTITIONS

45.00°

CEILING AS

SCHEDULED

INTERIOR WALL TYPE -

REFER TO FLOOR PLAN.

CEILING AS

SCHEDULED

DECK ABOVE

90MM METAL STUD STRUTS

(0.8MM THICKNESS) @ 606MM

O.C. MAX. SEE FLOOR PLAN -

NOTATIONS FOR LOCATIONS

METAL STUD CHANNEL

RUNNER SECURED TO DECK

ABOVE OR WALL STUDS.

USE WIDTH REQUIRED TO

SPAN FLUTES. BEND

FLANGES TO ENGAGE

BRACING STRUTS.

STEADY BRACE @ 1200MM

MAX WHERE STRUTS

GREATER THAN 1200MM

LONG.

SEE TYPICAL HEAD

OF WALL &

DEFLECTION TRACK

DETAILS

NOTE:

PROVIDE BRACING ONE

SIDE OF WALL @ ALL

INTERIOR WALLS

GREATING THAN 5500MM

TALL

NOTE:

LOCATE BRACING ON

SIDE OF WALL OPPOSITE

OF SPACE W/HIGH

CEILING OR CLERE-

STORIES.

BOTTOM OF BRACING - STRUTS

5500 A.F.F.METAL STUD CHANNEL

RUNNER SECURED TO

DECK ABOVE OR WALL

STUDS. USE WIDTH

REQUIRED TO SPAN

FLUTES. BEND FLANGES TO

ENGAGE BRACING STRUTS.

GENERAL NOTES:

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

D R

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PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

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As indicated

7/14/2021 12:08:49

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W KZF JV_A_HangarAMU_R20.rvt

H A

U C

K -K

A L

T I

M A

L B

E R

K N

O L

L E

A-002

M L

O H

S E

E R

W A

L L

T Y

P E

A A

-0

NTS

TYP. GYP. BOARD

CONTROL JOINT

NTS

BACKING PLATE - TYPE 'C'

NTS

BACKING PLATES -

TYPES 'A1', 'A2' & B

NTS

DEFLECTION TRACK DETAILS

NTS

TYPICAL SILL DETAIL

1. NOTES: - REPLACE FLOOR OR WALL

DOOR STOP WITH CONCEALED

OVERHEAD STOP AT OUTSWING

DOORS.SEE DETAILS ON THIS

SHEET FOR TYPICAL INTERIOR WALL

HEAD AND SILL DETAILS AND

ACOUSTICAL AND FIRE-RATING

TREATMENT.

2. SEE INTERIORS PLANS AND

SCHEDULES FOR WALL AND FLOOR

FINISHES.

3. PROVIDE MOISTURE RESISTANT

GWB AT WET WALLS AND PLUMBING

LOCATIONS. SEE SPECIFICATIONS

FOR GWB TYPES AND LOCATIONS.

4. PROVIDE CEMENT BOARD IN LIEU OF

GYPSUM BOARD AT AREAS TO

RECEIVE CERAMIC TILE FINISH.

5. PROVIDE CONTROL JOINTS IN

GYPSUM WALLBOARD AT MAXIMUM

SPACING SHOWN ON DETAIL THIS

SHEET. COORDINATE WITH JAMB OF

DOOR OPENINGS WHERE POSSIBLE.

SEE FLOOR PLAN NOTATION

SHEETS AND INTERIOR ELEVATIONS

(A-400 SHEETS) FOR ANY

ADDITIONAL LOCATIONS OF GYP.

BOARD CONTROL JOINTS.

6. ALL INTERIOR GWB WALLS TO BE

MUD AND TAPED A MINIMUM OF

150mm ABOVE CEILING, OR AS

INDICATED FOR SECURE OR FIRE

RATED WALLS.

7. SEE STRUCTURAL DRAWINGS FOR

ALL CONCRETE WALL AND CATCH

WALL (BLAST DESIGN)

CONSTRUCTION REQUIREMENTS.

8. ALL STUDS TO BE 20 GAUGE MIN

UNO - INCLUDING INTERIOR WALLS

AT CASEWORK AND ALL OTHER

WALL HUNG EQUIPMENT, FIXTURES

(INCLUDING ITEMS IDENTIFIED AS

NIC OR BY OWNER).

9. PROVIDE WALL BLOCKING FOR

WALL HUNG ITEMS, COORDINATE

WITH INTERIORS CASEWORK AND

FURNISHINGS. REFER BACKING

PLATES DETAILS THIS SHEET.

10. PROVIDE MIN CAULK JOINT AND

GYPSUM BOARD "J-MOLDING" AT ALL

TERMINATIONS OF GYPSUM BOARD

TO DISSIMILAR MATERIALS (IE

WINDOW, DOOR, LOUVER RETURNS,

ETC) UNO.

11. "SMOKE PARTITIONS" SHALL LIMIT

THE PASSAGE OF SMOKE BETWEEN

AREAS AND BE TIGHT TO DECK

ABOVE. REFER LIFE SAFETY NOTES

AND DOOR SCHEDULES.

12. FOR ALL ACOUSTIC RATED INTERIOR

WALLS, OUTLETS TO BE

STAGGERED AND PROTECTED WITH

ACOUSTIC SEALANT.

13. FOR ALL FIRE RATED WALL TYPES

REQUIRING UL DESIGN, ALL

MATERIALS USED ARE TO BE

APPROVED MATERIAL LISTED IN

DESIGN AND METHODS ARE TO

FOLLOW THOSE INDICATED IN

DESIGN. ONE UL DESIGN TO BE

USED IN ENTIRETY, CROSS-

COMBINATION IS NOT ALLOWED.

14. WHERE THE HEIGHT OF METAL

STUDS EXCEEDS 3 600 ADJACENT

TO A CONCRETE WALL, SECURE

STUDS TO WALL WITH METAL CLIPS

IN SAME GAUGE AS STUDS, SPACED

AT 1 500 OC FOR FULL HEIGHT OF

STUD WALL.

1 : 12

TYP. TALL INTERIOR WALL BRACING

M A

C R

D A

A1C

TYPE

W: STUD

SIZE

HEIGHT

C = 100mm ABOVE CEILING

F = FULL HEIGHT TO STRUCTURE ABOVE

12F

FIRE RATING

W: STUD SIZE HEIGHT

C OR F

FIRE RATED STUD WALLS

U21

THICKNESS

DESIGNATION

1 THRU 8

RATING

1-HR OR 2-HR

FIRE RATED CONCRETE WALLS

CONCRETE

LINE OF STRUCTURE

METAL RUNNER

90mm METAL STUD SPACED 300mm OC

GYPSUM BDR:

12.5 mm (1/2") FIRE RATED

TYPE- EA SIDE

LINE OF STRUCTURE

DEFLECTION TRACK

SEALANT - EACH SIDE

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

SEALANT - EACH SIDE

SOUND ATTENUATION

ROCK WOOL (NRC 1.00 MIN)

BLANKET INSULATION;

THICKNESS TO MATCH

STUD SIZE

REFER TO

PARTITION

HEAD DETAILS

12F W= 90mm

1 HR RATED UL

DESIGNS U419 (SEE SHT A-005)

LINE OF STRUCTURE

METAL RUNNER

METAL STUD AT 300mm O.C.

12.5 mm GYPSUM BD

EACH SIDE

SEALANT - EACH SIDE

SCHEDULED CEILING

CEILING

PLAN

BASE

A2C W= 90mm

A1C W= 65mm

METAL RUNNER

METAL STUD

DIAGONAL BRACING

TO STRUCTURE ABOVE

AT 1200mm O.C. MAX

SOUND ATTENUATION

ROCK WOOL (NRC 1.00 MIN)

BLANKET INSULATION;

THICKNESS TO MATCH

STUD SIZE

STC 40

LINE OF STRUCTURE

METAL RUNNER

METAL STUD 300mm O.C.

12.5 mm GYPSUM BD

EACH SIDE

LINE OF STRUCTURE

DEFLECTION TRACK

SEALANT - EACH SIDE

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

A2F W= 90mm

A1F W= 65mm

SOUND ATTENUATION

ROCK WOOL (NRC 1.00)

BLANKET INSULATION;

THICKNESS TO MATCH

STUD SIZE

LINE OF STRUCTURE

METAL RUNNER

METAL STUD 300 mm O.C.

12.5 mm GYPSUM BD

EACH SIDE

SEALANT - EACH SIDE

SCHEDULED CEILING

CEILING

PLAN

BASE

B2C W= 90mm

B1C W= 65mm

METAL RUNNER

METAL STUD

DIAGONAL BRACING

TO STRUCTURE ABOVE

AT 1200mm O.C. MAX

LINE OF STRUCTURE

METAL RUNNER

METAL STUD 300mm O.C.

12.5 mm GYPSUM BD

EACH SIDE

LINE OF STRUCTURE

DEFLECTION TRACK

SEALANT - EACH SIDE

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

B2F W= 90mm

B1F W= 65mm

LINE OF STRUCTURE

METAL RUNNER

METAL STUD 300 mm O.C.

12.5 mm GYPSUM BD

EA SIDE

LINE OF STRUCTURE

DEFLECTION TRACK

SEALANT - EACH SIDE

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

E2F W= 90mm

*MIN. STC=45

SOUND ATTENUATION

ROCK WOOL (NRC 1.00 MIN)

BLANKET INSULATION;

THICKNESS TO MATCH

STUD SIZE

SEE PLAN

E1F W= 60mm

LINE OF STRUCTURE

METAL RUNNER

METAL STUD 300 mm O.C.

12.5 mm GYPSUM

SEALANT

SCHEDULED CEILING

CEILING

PLAN

BASE

F2C W= 90mm

F1C W= 65mm

METAL RUNNER

SOUND ATTENUATION

ROCK WOOL (NRC 1.00)

BLANKET INSULATION;

THICKNESS TO MATCH

STUD SIZE

F2F W= 90mm

F1F W= 65mm

EXTEND TO STRUCTURE

AT F1F AND F2F

A X

GYPSUM BOARD

METAL STUD WALL - REF.

PARTITION TYPES FOR SIZES

CEILING PER SCHED.

100MM (20 GA.) METAL

STUD STRUTS @ 1200MM

O.C. STAGGERED.

ATTACH STRUTS TO TOP

TRACK.

20 GA. TOP TRACK

STEEL CHANNEL RUNNER -

SECURE

TO DECK ABOVE. USE LENGTH

REQUIRED TO SPAN FLUTES, BEND

FLANGES TO ENGAGE STRUTS.

STEEL STUD STRUTS AT 1200MM O.C.

STAGGERED - SECURE TOPS TO

STEEL RUNNERS, SECURE BOTTOMS

TO HEAD OF PARTITION BELOW. SIZE

AND GAUGE TO MATCH PARTITION

BELOW.

TYP

1/4

GENERAL NOTES:

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

T A

P O

A P

-5

F Y

O N

A F

S O

H A

N G

A R

M U

Y O

K O

T A

B A

S E

J A

P A

T H

R E

E -B

A Y

H A

N G

A R

M U

V -1

-D

-0

H a n g a r_ A rc h .r v t

A F

-2

-1

-0

J U

L Y

As indicated

7/14/2021 12:08:52

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W KZF JV_A_HangarAMU_R20.rvt

H A

U C

K -K

A L

T I

M A

L B

E R

K N

O L

L E

A-003

M L

O H

S E

E R

W A

L L

T Y

P E

A A

-0

NOTES REGARDING INTERIOR WALL TYPES:

TYPE 1 - 1-HR RATED WITH STUDS

TYPE 2 - 2-HR RATED WITH STUDS

TYPE A - TYPICAL WITH INSULATION

TYPE B - TYPICAL - NO INSULATION

TYPE C - STAGGERED STUDS WITH INSULATION

TYPE D - STAGGERED STUDS - NO INSULATION

TYPE E - CHASE

TYPE F - FURRING - WITH INSULATION

TYPE G - FURRING - NO INSULATION

TYPE H - FURRING - AT EXTERIOR CONCRETE WALL

TYPE J - STC 45

TYPE K - STC 50

TYPE L - BLAST RESISTANT

TYPE P - SECURE; STC 50

TYPE S - SMOKE RATED WITH INSULATION

TYPE T - SMOKE RATED - NO INSULATION

TYPE U - FIRE RATED CONCRETE

TYPE V - NON- RATED CONCRETE

Interior Wall Type 12FInterior Wall Type A_CInterior Wall Type A_FInterior Wall Type B_C

Interior Wall Type B_FInterior Wall Type E_FInterior Wall Type F

1. INTERIOR WALL TYPES LIST

INDICATES ALL INTERIOR WALL

TYPES AVAILABLE IN PROJECT.

ALL WALL TYPES MAY NOT BE

USED IN EACH BUILDING.

2. SEE WALL REFERENCING SYMBOL

NOTES FOR EXPLANATION OF

WALL TYPE AND STUD

INFORMATION. WALL

INFORMATION IS INDICATED ON

EACH FLOOR PLAN NOTATIONS

SHEET AS INTERIOR PARTITION

REFERENCING SYMBOL.

3. REFER SHEET A-002 FOR ALL

OTHER GENERAL NOTES

PERTAINING TO INTERIOR

PARTITIONS.

1 : 5

TYP. BRACING DETAIL

M A

C R

D A

LINE OF STRUCTURE

DEFLECTION TRACK

HEAD

CEILING

PLAN

BASE

H1F W= 65mm

NOTE: WHERE THE HEIGHT OF METAL STUDS EXCEEDS 3

600, PROVIDE METAL CLIPS IN SAME GAUGE AS METAL

STUDS SPACED AT 1 500 OC FOR FULL HEIGHT IF STUD

WALL.

LINE OF STRUCTURE

60MM RIGID BOARD

INSULATION MIN R-2.76

METAL STUDS AT 300mm O.C.

12.5 mm GYPSUM BD

DEFLECTION TRACK

SEALANT - EACH SIDE

SCHEDULED CEILING

.15 MM THK VAPOR

RETARDER UNDER

GYPSUM BD

64 MM THK ROCK WOOL

THERMAL INSULATION

R=1.429 PER 50mm

THICKNESS

REFER TO

PARTITION

HEAD DETAILS

LINE OF STRUCTURE

METAL RUNNER

METAL STUD, 455 mm OC

(2) LAYERS, 12.5 GYPSUM BD

EACH SIDE

LINE OF STRUCTURE

DEFLECTION TRACK

SEALANT - EACH SIDE

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

SEALANT - EACH SIDE

SOUND ATTENUATION

ROCK WOOL (NRC 1.00 MIN)

BLANKET INSULATION;

THICKNESS TO MATCH

STUD THICKNESS

REFER TO

PARTITION

HEAD DETAILS

K2F W= 90mm

STC 50

12F

FIRE RATING

W: STUD SIZE HEIGHT

C OR F

FIRE RATED STUD WALLS

U21

THICKNESS

DESIGNATION

1 THRU 8

RATING

1-HR OR 2-HR

FIRE RATED CONCRETE WALLS

CONCRETE

A1C

TYPE

W: STUD SIZE

HEIGHT

C = 100mm ABOVE CEILING

F = FULL HEIGHT TO STRUCTURE ABOVE

LINE OF

STRUCTURE

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

U12 W=150mm

U22 W=200mm

U32 W=300mm

U52 W=250mm

U42 W=400mm

U62 NOT USED

U11 W=150mm

U21 W=200mm

U31 W=300mm

U51 W=250mm

U41 W=400mm

U61 NOT USED

1-HR 2-HR

U81 W=500mm U82 W=500mm

U71 W=175mm U72 W=175mm

CAST IN PLACE CONC

WALL. SEE STR DWGS

200 SERIES FOR

REINFORCING.

AT INT WALLS SEE FL

PLAN FOR ANY REQD

FURRING AND SEE INT

FIN SCH FOR FINISHES

FLOOR SLAB

13MM JT - PROVIDE

SEALANT

FLOOR SLAB

LINE OF CONC

STR ABOVE

SCHEDULED

CEILINGS

HEAD

CEILING

PLAN

BASE

V1 W= 150mm

CAST IN PLACE CONC

WALL. SEE STR DWGS

200 SERIES FOR

REINFORCING.

V2 W= 200mm

V3 W= 300mm

V5 W= 250mm

V6 W= 200mm (ARMS VAULT)

V4 W= 400mm

V7 W= 175mm

V8 W= 500mm

SEE FL PLAN FOR ANY

REQD FURRING AND

SEE INT FIN SCH FOR

FINISHES

13MM JT - PROVIDE

SEALANT

(AT EXT WALLS USE 'EXTERIOR' WALL TYPE)

LINE OF STRUCTURE

METAL RUNNER

50 mm METAL STUD SPACED 300mm OC; HOLD

TIGHT TO STEEL PLATE

12.5 mm GYPSUM BD

EACH SIDE

METALRUNNER

SEALANT - EACH SIDE

SCHEDULED CEILING

CEILING

PLAN

BASE

L0C W= 50mm

CATCH WALL

REFER TO C3 ON S-503 FOR

HEAD CONNECTION

CATCH WALL WITH C

CHANNELS AND STEEL

FACE PLATE BY STEEL

TRADE - REFER

STRUCTURE DETAILS

PLATE STEEL ON FACE OF

CATCH WALL

NOTE CATCH WALL BY STEEL TRADE

REFER TO STRUCTURAL

DETAIL C3 ON S-503

50 mm METAL STUDS SPACED 300mm OC; FRAME

AND NOTCH STUDS AROUND

C CHANNELS

LINE OF STRUCTURE

METAL RUNNER

METAL STUD 300mm O.C.

12.5 mm GYPSUM BD

EACH SIDE

LINE OF STRUCTURE

DEFLECTION TRACK

SEALANT - EACH SIDE

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

S1F W= 65mm

SOUND ATTENUATION

GLASS WOOL (25KG)

S2F W= 90mm

SMOKE

PARTITION

50MM RIGID INSUL AT

ALL EXT WALLS

LINE OF BEAM

OR ROOF SLAB

HEAD

PLAN

BASE

V1 W= 150mm

CAST IN PLACE CONC

WALL. SEE STR DWGS

200 SERIES FOR

REINFORCING.

V2 W= 200mm

V3 W= 300mm

V5 W= 250mm

V4 W= 400mm

V7 W= 175mm

V8 W= 500mm

AT EXT WALLS

REFER TO WALL

SECTIONS

FOR TERMINATION

CONDITION.

AT EXT WALLS

REFER TO BLDG

ELEVATIONS FOR

SURFACE

DETAILS AND

FINISHES

AT EXT WALLS

REFER TO WALL

SECTIONS FOR

TERMINATION

CONDITIONS

AT EXT WALLS SEE

WALL TYPE 'H1F'

FOR TYP INT

FURRING AND INSUL

WHERE INDICATED

ON FLOOR PLANS

EXTENSION OF WALL

PER STR CONDITION

FLOOR SLAB

SEALANT WHERE

WALL TYPE 'H1F' IS

NOT PROVIDED

LINE OF STRUCTURE

METAL RUNNER

METAL STUD 300 mm O.C.

12.5 mm GYPSUM BD

LINE OF STRUCTURE

DEFLECTION TRACK

SEALANT

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

G2F W= 90mm

G1F W= 65mm

EXTEND TO STRUCTURE

AT G1F AND G2F

G2C W= 90mm

G1C W= 65mm

GENERAL NOTES:

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

T A

P O

A P

-5

F Y

O N

A F

S O

H A

N G

A R

M U

Y O

K O

T A

B A

S E

J A

P A

T H

R E

E -B

A Y

H A

N G

A R

M U

V -1

-D

-0

H a n g a r_ A rc h .r v t

A F

-2

-1

-0

J U

L Y

As indicated

7/14/2021 12:08:54

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W KZF JV_A_HangarAMU_R20.rvt

H A

U C

K -K

A L

T I

M A

L B

E R

K N

O L

L E

A-004

M L

O H

S E

E R

W A

L L

T Y

P E

A A

-0

- Interior Wall Type H1FInterior Wall Type K_F

NOTES REGARDING INTERIOR WALL TYPES:

TYPE 1 - 1-HR RATED WITH STUDS

TYPE 2 - 2-HR RATED WITH STUDS

TYPE A - TYPICAL WITH INSULATION

TYPE B - TYPICAL - NO INSULATION

TYPE C - STAGGERED STUDS WITH INSULATION

TYPE D - STAGGERED STUDS - NO INSULATION

TYPE E - CHASE

TYPE F - FURRING - WITH INSULATION

TYPE G - FURRING - NO INSULATION

TYPE H - FURRING - AT EXTERIOR CONCRETE WALL

TYPE J - STC 45

TYPE K - STC 50

TYPE L - BLAST RESISTANT

TYPE P - SECURE; STC 50

TYPE S - SMOKE RATED WITH INSULATION

TYPE T - SMOKE RATED - NO INSULATION

TYPE U - FIRE RATED CONCRETE

TYPE V - NON- RATED CONCRETE

Interior Wall Type UInterior Wall Type V_F

Interior Wall Type L_C

Interior Wall Type S_F

1. INTERIOR WALL TYPES LIST

INDICATES ALL INTERIOR WALL

TYPES AVAILABLE IN PROJECT. ALL

WALL TYPES MAY NOT BE USED IN

EACH BUILDING.

2. SEE WALL REFERENCING SYMBOL

NOTES FOR EXPLANATION OF

WALL TYPE AND STUD

INFORMATION. WALL

INFORMATION IS INDICATED ON

EACH FLOOR PLAN NOTATIONS

SHEET AS INTERIOR PARTITION

REFERENCING SYMBOL.

3. REFER SHEET A-002 FOR ALL

OTHER GENERAL NOTES

PERTAINING TO INTERIOR

PARTITIONS.

Exterior Wall Type V_F

Interior Wall Type G

M A

C R

D A

SHEET ID

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

T A

P O

A P

-5

F Y

O N

A F

S O

H A

N G

A R

M U

Y O

K O

T A

B A

S E

J A

P A

T H

R E

E -B

A Y

H A

N G

A R

M U

V -1

-D

-0

H a n g a r_ A rc h .r v t

A F

-2

-1

-0

J U

L Y

7/14/2021 12:08:55

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W KZF JV_A_HangarAMU_R20.rvt

H A

U C

K -K

A L

T I

M A

L B

E R

K N

O L

L E

A-005

M L

O H

S E

U L

W A

L L

T Y

P E

A A

-0

SEE SHEET A-003 WALL TYPE 1

NOTE: THE JAPANESE GYPSUM WALLBOARD AND METAL

STUD ASSEMBLY MEETING THE MLIT TESTING

CERTIFICATES MAY BE USED FOR USACE PROJECTS IN

JAPAN: FP0606NP-0197/0198 MAY APPLY TO BOTH 1HR

AND 2HR FIRE-RATED CONSTRUCTION. FP0606NP-0175

FOR 1 HR FIRE RATED CONSTRUCTION.

ASSEMBLY MEETING THESE CERTIFICATES MAY BE

USED IN PLACE OF THE UL DESIGN 1 HOUR TYPE

SHOWN.

M A

C R

D A

A-201

A-209C1

A-210 C1

A-303

M A

T C

H L

M A

T C

H L

A T

C H

M A

T C

H L

A-101A.1

A-101B.1

A-101C.1

A-101D.1

B8 A-101E.1

C B

/A1 A-101A.1

-1

/A1 A-101E.1

-1

/B8 A-101D.1

-1

.1 / A

-1

/A1 A-101E.1

A -1

B .1

/B8 A-101D.1

-1

/A4 A-101C.1

-1

A-205

A-206

A-132

/A1 A-101B.1

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

T A

P O

A P

-5

F Y

O N

A F

S O

H A

N G

A R

M U

Y O

K O

T A

B A

S E

J A

P A

T H

R E

E -B

A Y

H A

N G

A R

M U

V -1

-D

-0

H a n g a r_ A rc h .r v t

A F

-2

-1

-0

J U

L Y

1 : 2507/14/2021 12:08:59

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W KZF JV_A_HangarAMU_R20.rvt

H A

U C

K -K

A L

T I

M A

L B

E R

K N

O L

L E

A-101

M L

O H

S E

O V

E R

A L

L F

T F

L O

O R

P L

A N

A A

-1

X X

0 5000

SCALE: 1: 250

10000250

1 : 250

OVERALL FIRST FLOOR PLAN

PLAN NORTH

KEY PLAN

ABC

D E

LEVEL '0' =

EL 130.50

M A

C R

D A

T T

CS01

103 104 105

106 107 108

109A

CO11B

CO11A

CO11

15 16 17 18 19

HOOK LIMIT LINE

HOOK HT: 3700mm

TROLLEY

/A1 A-101E.1

-1

M A

T C

H L

MATCHLINE

M A

T C

H L

ROOF LINE ABOVE

A-301

G1C

V3F

A2CA2CA2CA2CA2CA2C

A2CA2C

A2CA2CA2C

H1F

H1FH1F

V2F

A2F

A2C

A2F

G1C

V3F

U31

H1F

H1FH1F

A-403

A-206

W1 W1 W1W1W1W1 W1W1 W1W1

A-301

A-321

110C

CM12

OH111

C O

109A

111C

B1B

C O

O H

OH110C

O H

102D

111B

C O

115A

C O

U31U31

V3F

G1C

A-133

A2F

034 055

A-308

E12

A2F

E2F

G1C

U31

119A 119B

A-431 E1

A-602

A-402

H1F

G1C G1C

G1C

A2F

E2F

A2F

LADDER 1B2

SEE SHT 714

U31

V3F

V2F

U31 V2F

CO11C

C O

G1C G1C

A2F

A2C

F2F

OHB1A

ROOM SCHEDULE:

REFERENCE KEYNOTES:

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

T A

P O

A P

-5

F Y

O N

A F

S O

H A

N G

A R

M U

Y O

K O

T A

B A

S E

J A

P A

T H

R E

E -B

A Y

H A

N G

A R

M U

V -1

-D

-0

H a n g a r_ A rc h .r v t

A F

-2

-1

-0

J U

L Y

1 : 1007/14/2021 12:09:04

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W KZF JV_A_HangarAMU_R20.rvt

H A

U C

K -K

A L

T I

M A

L B

E R

K N

O L

L E

A-101A.1

M L

O H

S E

S T

F L

O O

R P

L A

A R

E A

A N

O T

A T

A A

-1 A

0 2000

SCALE: 1: 100

1 : 100

PARTIAL FIRST FLOOR PLAN - AREA A - NOTATIONS

PLAN NORTH

KEY PLAN

ABC

D E

ROOM NO. ROOM NAME

103 SORTIE GENERATION

104 NCOIC

105 ENGINE REPRESENTATIVE

106 O.I.C. & C.O.M.

107 COSO PRIVATE OFF

108 LOGISITICS SUPPORT

REPRESENTATIVE & COSO

CUSTOMER SERV

109 COSO STAFF OFFICE

109A COSO EQUIPMENT STORAGE

110 INSPECTION

111 DYNAMICS

112 UNISEX RESTROOM

113 UNISEX RESTROOM

114 BREAK

115 DEBRIEF

119 AC PARTS STOR

CO11 CORRIDOR

CO11A CORRIDOR

CO11B VESTIBULE

CO11C SOUTH VEST

CS01 COVERED STORAGE SOUTH

E12 ELECT

F1 FIRE RISER ROOM

001 ELECTRIC WATER COOLER.

034 OVERHEAD BRIDGE CRANE.

052 EXPANSION JOINT. SEE DETAILS ON

A-524, 525 AND 526.

055 LINE INDICATES THE LIMITS OF THE

CRANE HOOK.

056 LINE INDICATES THE RUNWAY BEAM FOR

THE CRANE. SEE STRUCTURAL

DRAWINGS.

058 SERVICE SINK.

071 LOCKERS.

092 COILING DOOR HOOD ABOVE.

096 TRENCH DRAIN. SEE STRUCTURAL

DETAILS ON S-502.

098 THIS LINE REPRESENTS A 'SMOKE

PARTITION'. SEE FIRE PROTECTION

DRAWINGS FOR MORE INFORMATION.

109 INSULATED OVERHEAD COILING DOOR.

PROVIDE PERIMETER SEALS TO

PREVENT AIR OR WATER INFILTRATION.

112 RADON VENT PIPE. REFER TO PLUMBING

DRAWINGS FOR AREA COVERAGE AND

PIPING ISOMETRIC.

151 HANGAR DOOR BUMPER ASSEMBLY BY

HANGAR DOOR MANUFACTURER.

419 SPRAY TILE FINISH SYSTEM ON

CONCRETE WALLS.

436 COMPOSITE INSULATED PANEL

ASSEMBLY. COLOR M9.

439 DOWNSPOUT. SEE ROOF PLAN.

M A

C R

D A

15 16 17 18 19

1 2353 6001 2351 2001 0002 2001 2353 3901 2351 7001 2351 7001 2353 7001 2351 7001 2351 7001 2352 4761 235

/A1 A-101E.1

-1

M A

T C

H L

MATCHLINE

M A

T C

H L

7 180 5 220

103 104 105

CS01

106 107 108

109A

CO11B

CO11A

CO11

3 240 3 210 7 920 3 400 7 980 431 220 7 690

3 600 1 675 1 000 2 080

11 3191 000

2 400

6 200 14 680

600600

2 188 740

1 290

12 100

2 070

E12

0 083

3 040

W A

L L

T O

C /L

STOP C/L OF

BRIDGE AT THIS

LOCATION

STOP C/L OF

BRIDGE AT THIS

LOCATION

CENTER

PROPELLER

HUB AT THIS

LOCATION

1 040

1 000

WALL TO C/L

7 435

1 465

SEE DETAIL

A1 ON S-202

1 865

1 510

400 5 700

8 916

1. STUD WALLS: ALL DIMENSIONS ARE

FROM FACE OF STUD TO FACE OF

STUD, OR FACE OF CONCRETE TO

FACE OF STUD, UNLESS NOTED

OTHERWISE ON THE DRAWING.

2. CONCRETE WALLS: ALL DIMENSIONS

FOR CONCRETE WALLS ARE FROM

CONCRETE CORNERS OR CONCRETE

FACES TO ROUGH OPENINGS IN

CONCRETE, OR FROM ROUGH

OPENINGS TO ROUGH OPENINGS IN

CONCRETE WALLS, UNLESS NOTED

OTHERWISE ON THE DRAWING.

3. PLUMBING FIXTURES: WHEN LOCATING

PLUMBING FIXTURES, DIMENSIONS ARE

TO THE CENTERLINE OF THE FIXTURE

(DRAINLINE) WITH THE USE OF NOTE

NUMBER 1 OR 2.

4. PROVIDE 155 MM FROM HINGE JAMB TO

PARTITION. MEASURE FROM INSIDE OF

THE FRAME (DOOR EDGE)

PERPENDICULAR TO FACE OF

ADJACENT PARTITION - UNLESS NOTED

OTHERWISE AT THE SPECIFIC

LOCATION.

ROOM SCHEDULE:

REFERENCE KEYNOTES:

GENERAL NOTES:

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

T A

P O

A P

-5

F Y

O N

A F

S O

H A

N G

A R

M U

Y O

K O

T A

B A

S E

J A

P A

T H

R E

E -B

A Y

H A

N G

A R

M U

V -1

-D

-0

H a n g a r_ A rc h .r v t

A F

-2

-1

-0

J U

L Y

As indicated

7/14/2021 12:09:08

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W KZF JV_A_HangarAMU_R20.rvt

H A

U C

K -K

A L

T I

M A

L B

E R

K N

O L

L E

A-101A.2

M L

O H

S E

S T

F L

O O

R P

L A

A R

E A

A D

N S

A A

-1 A

0 2000

SCALE: 1: 100

PLAN NORTH

KEY PLAN

ABC

D E

1 : 100

PARTIAL FIRST FLOOR PLAN - AREA A - DIMENSIONS

ROOM NO. ROOM NAME

103 SORTIE GENERATION

104 NCOIC

105 ENGINE REPRESENTATIVE

106 O.I.C. & C.O.M.

107 COSO PRIVATE OFF

108 LOGISITICS SUPPORT

REPRESENTATIVE & COSO

CUSTOMER SERV

109 COSO STAFF OFFICE

109A COSO EQUIPMENT STORAGE

110 INSPECTION

111 DYNAMICS

112 UNISEX RESTROOM

113 UNISEX RESTROOM

114 BREAK

115 DEBRIEF

119 AC PARTS STOR

CO11 CORRIDOR

CO11A CORRIDOR

CO11B VESTIBULE

CO11C SOUTH VEST

CS01 COVERED STORAGE SOUTH

E12 ELECT

F1 FIRE RISER ROOM

083 DIMENSION FROM FACE OF STUD

TO DOOR FRAME ROUGH

OPENING.

M A

C R

D A

T T

7 9 10

12.6

13.4

121122123

116B

116A CM12

127126

131A

130A

131130

CO12B

CO12A

100A

/B8 A-101D.1

-1

/A1 A-101E.1

M A

T C

H L

M A

T C

H L

MATCHLINE

H1F

A2C

G1C

H1F

H1FH1F

12F 12F

A2F

A2C

A2F

V8F

G1C G1C

A-403

H1F

V2F

H1F

V2F

H1F

K2F

A2C A2C A2C

A2C

U31

A2C

H1F

A2F

U31

H1F

U31

A2C E1C A2F A2F

G1C

A2F

A2C A2C

S2F

U31

A2F

G1C

A1C

A2F

F1C

F1FF1C

A2F

G1C

U31

H1F

U31

A-711

W1 W1 W1 W1 W1 W1W1W1

W13 W13

W25 W24

A-301

A-302

CO12D

CM12

117B

131B

130 131A

C O

127B 102B 102D

B 116C

C O

115A

C O

A C

S2F

A2F

V2F

K2F A2C

A2C

A2F

U31

A-701

/B8 A-101D.1

071071

G1C G1C G1C

A-301

G1C

DESIGNATED AS

SHELTER-IN-PLACE

126B

A-602

A-402

A-323

U31

A-403

A-403A1

A2C

G1C

G2C

L0C

W26

A-323

V8F

U31

V8F

V4F

CO12C CO12E L0C

CO12

CO12 CO11

1 552

A2C

12F

BL1

U31

H1F H1F

12F

E02

13.1

12.6

A-323

ROOM SCHEDULE:

REFERENCE KEYNOTES:

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

T A

P O

A P

-5

F Y

O N

A F

S O

H A

N G

A R

M U

Y O

K O

T A

B A

S E

J A

P A

T H

R E

E -B

A Y

H A

N G

A R

M U

V -1

-D

-0

H a n g a r_ A rc h .r v t

A F

-2

-1

-0

J U

L Y

As indicated

7/14/2021 12:09:13

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W KZF JV_A_HangarAMU_R20.rvt

H A

U C

K -K

A L

T I

M A

L B

E R

K N

O L

L E

A-101B.1

M L

O H

S E

S T

F L

O O

R P

L A

A R

E A

B N

O T

A T

A A

-1 B

0 2000

SCALE: 1: 100

PLAN NORTH

KEY PLAN

ABC

D E 1 : 100

PARTIAL FIRST FLOOR PLAN - AREA B - NOTATIONS

071 LOCKERS.

072 EXPOSED CONCRETE WALL.

079 DESIGNATED SHELTER-IN-PLACE ROOM.

ROOM IS PROVIDED WITH PHONE LINE.

HVAC SHUT-OFF SWITCHES PROVIDED IN

CORRIDORS AS SHOWN ON THE

MECHANICAL SYSTEM FLOOR PLANS.

106 PROVIDE RMK (RECESSED MOUNTING KIT)

WITH TAMPER SWITCH ALARM INSTALLED

IN CAST-IN-PLACE CONCRETE WALL.

COORDINATE WITH ELECTRICAL FOR

CONDUIT REQUIRED TO SHELL. RECESSED

MOUNT INCLUDES SHELL HOUSING AND

MOUNTING HARDWARE; RMK WILL BE FOR

A KNOX-BOX 3200 SERIES WITH LIFT-OFF

DOOR TO BE PROVIDED AND INSTALLED BY

YAB. SEE ELEVATIONS A200 SHEETS.

112 RADON VENT PIPE. REFER TO PLUMBING

DRAWINGS FOR AREA COVERAGE AND

PIPING ISOMETRIC.

119 MONUMENTAL CAST-IN-PLACE

ARCHITECTURAL CONCRETE WALL.

SPECIAL FINISH. SEE INFORMATION ON

A-711.

120 MONUMENTAL CAST-IN-PLACE

ARCHITECTURAL CONCRETE STAIR.

SPECIAL GUARDRAIL & HANDRAIL

FINISHES. SEE INFORMATION ON A-711.

122 EXTEND FIRE RATED WALL BEHIND FIRE

ALARM ANNUNCIATOR AND LOCAL

OPERATING CONSOLE PANELS.

123 RECESS FIRE ALARM ANNUNCIATOR AND

LOCAL OPERATING CONSOLE PANELS IN

NON-RATED G2C WALL. EXTEND G2C WALL

AS NECESSARY TO PROVIDE ADEQUATE

INSTALLATION OF PANELS.

128 PROVIDE 50MM SPACE BETWEEN THE TWO

WALLS.

ROOM NO. ROOM NAME

100 VESTIBULE

100A ENTRY LOBBY

101 SPECIALIST FLIGHT OFFICE

102 TEAM

116A CAMEO

116B SUPPORT EQUIP & IETM REP.

117 SUPPORT SECTION NCOIC

120 CREW CHIEFS

121 FIELD SERVICES REPRESENTATIVE

122 GROUND STATIONS

123 PRODUCTION SUPERINTENDENT

124 PLANS & SCHEDULING

125 CONFERENCE

126 PRODUCTION EXPEDITERS

127 DISPATCH OFFICE

128 ANALYSIS

129 JANITOR

130 WOMEN RESTROOM & SHOWER

130A LOCKER AREA

131 MEN RESTROOM & SHOWER

131A LOCKERS

CM12 COMM

CO12 CORRIDOR

CO12A CORRIDOR

CO12B VESTIBULE

CO12C NORTH VEST

E01 ELEVATOR

E02 CONTROL ROOM

1 : 50

ENLARGED VESTIBULE: STRETCHER CLEARANCE

M A

C R

D A

7 9 10 11

12 13 14

121122

116B

120 101

116A CM12

127126

131A

130A

CO12B

CO12A

100A

1 2353 4001 2351 3001 2352 4001 2351 2351 9121 235

/B8 A-101D.1

-1

/A1 A-101E.1

M A

T C

H L

M A

T C

H L

MATCHLINE

4 000 4 000 3 847

1 580 1 577

2 700 2 000

1 000

1 000 5 000 1 000 4 347

1 000 650

1 200

4 475

2 060 1 235

10 880 6 300 7 200

1 349

MATCHLINE

1 665

040040 040040

040040040040

1 800

4 170

4 475

1 0002 4701 000 2 470

A6 A9

6 850 8 0003 120

SIM

080080

SEE DETAILS E4 AND E6

ON S-205

SEE DETAIL

E1 ON S-208

CO12

040040

SIM

A8 C8

503 503

3 375 3 375

LOCATE

WINDOW ON

C/L

1 300

1. STUD WALLS: ALL DIMENSIONS ARE

FROM FACE OF STUD TO FACE OF

STUD, OR FACE OF CONCRETE TO

FACE OF STUD, UNLESS NOTED

OTHERWISE ON THE DRAWING.

2. CONCRETE WALLS: ALL DIMENSIONS

FOR CONCRETE WALLS ARE FROM

CONCRETE CORNERS OR CONCRETE

FACES TO ROUGH OPENINGS IN

CONCRETE, OR FROM ROUGH

OPENINGS TO ROUGH OPENINGS IN

CONCRETE WALLS, UNLESS NOTED

OTHERWISE ON THE DRAWING.

3. PLUMBING FIXTURES: WHEN LOCATING

PLUMBING FIXTURES, DIMENSIONS ARE

TO THE CENTERLINE OF THE FIXTURE

(DRAINLINE) WITH THE USE OF NOTE

NUMBER 1 OR 2.

4. PROVIDE 155 MM FROM HINGE JAMB TO

PARTITION. MEASURE FROM INSIDE OF

THE FRAME (DOOR EDGE)

PERPENDICULAR TO FACE OF

ADJACENT PARTITION - UNLESS NOTED

OTHERWISE AT THE SPECIFIC

LOCATION.

ROOM SCHEDULE:

REFERENCE KEYNOTES:

GENERAL NOTES:

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

T A

P O

A P

-5

F Y

O N

A F

S O

H A

N G

A R

M U

Y O

K O

T A

B A

S E

J A

P A

T H

R E

E -B

A Y

H A

N G

A R

M U

V -1

-D

-0

H a n g a r_ A rc h .r v t

A F

-2

-1

-0

J U

L Y

As indicated

7/14/2021 12:09:17

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W KZF JV_A_HangarAMU_R20.rvt

H A

U C

K -K

A L

T I

M A

L B

E R

K N

O L

L E

A-101B.2

M L

O H

S E

S T

F L

O O

R P

L A

A R

E A

B D

N S

A A

-1 B

0 2000

SCALE: 1: 100

PLAN NORTH

KEY PLAN

ABC

D E1 : 100

PARTIAL FIRST FLOOR PLAN - AREA B - DIMENSIONS

ROOM NO. ROOM NAME

100 VESTIBULE

100A ENTRY LOBBY

101 SPECIALIST FLIGHT OFFICE

102 TEAM

116A CAMEO

116B SUPPORT EQUIP & IETM REP.

117 SUPPORT SECTION NCOIC

120 CREW CHIEFS

121 FIELD SERVICES REPRESENTATIVE

122 GROUND STATIONS

123 PRODUCTION SUPERINTENDENT

124 PLANS & SCHEDULING

125 CONFERENCE

126 PRODUCTION EXPEDITERS

127 DISPATCH OFFICE

128 ANALYSIS

129 JANITOR

130 WOMEN RESTROOM & SHOWER

130A LOCKER AREA

131 MEN RESTROOM & SHOWER

131A LOCKERS

CM12 COMM

CO12 CORRIDOR

CO12A CORRIDOR

CO12B VESTIBULE

CO12C NORTH VEST

E01 ELEVATOR

E02 CONTROL ROOM

040 FINISHED FACES OF GYPSUM

BD TO ALIGN.

080 LOCATE FACE OF STUD

AGAINST CONCRETE.

083 DIMENSION FROM FACE OF

STUD TO DOOR FRAME

ROUGH OPENING.

126 PROVIDE STUD ON EACH SIDE

OF CONC COLUMN AND

ALLOW GYPSUM BOARD TO

EXTEND OVER COLUMN FACE.

M A

C R

D A

140A

M11 E11

140B

CS02

CM11142D

142B

142C

142A

1 2 7 83 4 5 6

/B8 A-101D.1

-1

/B8 A-101D.1

-1

MATCHLINE

M A

T C

H L

M A

T C

H L

A-302

142E 142F

V2F H1F

V2F

V2F V2F

V3F

U31

V3F

H1F H1F H1F H1F H1F

H1FH1F

H1F

V2F

V3F

U31

H1F

V3F

H1F

V3F

V2F

H1F H1F

U31

H1F

U31

H1F

U31

H1F

V2F

U31

A-205

A-302

V2F

V3F

U31

U21

V3F

OHB2A

CO12D

OH140A

140B

O H

140A

B2B

O H

144A

143A

G OH140

O H

142B

142A

H1F

U31

THIS LINE TYPE INDICATES

WEAPONS VAULT CLASS B

CONSTRUCTION

THIS LINE TYPE

INDICATES

'OPEN STORAGE'

CONSTRUCTION

A-302

143B

A-306

092 092

A-326

MATCHLINE

M A

T C

H L

439 439 439

439 439

V3F

V2F

V3F

U31

A2F

A2F A2F

A2F

A2C

U31 U31

V3F

A-714

1 : 100

PARTIAL FIRST FLOOR PLAN - AREA C - NOTATIONS

ROOM SCHEDULE:

REFERENCE KEYNOTES:

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

T A

P O

A P

-5

F Y

O N

A F

S O

H A

N G

A R

M U

Y O

K O

T A

B A

S E

J A

P A

T H

R E

E -B

A Y

H A

N G

A R

M U

V -1

-D

-0

H a n g a r_ A rc h .r v t

A F

-2

-1

-0

J U

L Y

1 : 1007/14/2021 12:09:21

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W KZF JV_A_HangarAMU_R20.rvt

H A

U C

K -K

A L

T I

M A

L B

E R

K N

O L

L E

A-101C.1

M L

O H

S E

S T

F L

O O

R P

L A

A R

E A

C N

O T

A T

A A

-1 C

0 2000

SCALE: 1: 100

PLAN NORTH

KEY PLAN

ABC

D E

016 EMERGENCY EYEWASH/SHOWER.

044 VERTICAL RATED TRENCH DRAIN AND

GRATE.

057 WASH FOUNTAIN.

092 COILING DOOR HOOD ABOVE.

095 STEEL BOLLARDS AT OVERHEAD DOORS

WHERE INDICATED.

096 TRENCH DRAIN. SEE STRUCTURAL

DETAILS ON S-502.

098 THIS LINE REPRESENTS A 'SMOKE

PARTITION'. SEE FIRE PROTECTION

DRAWINGS FOR MORE INFORMATION.

109 INSULATED OVERHEAD COILING DOOR.

PROVIDE PERIMETER SEALS TO

PREVENT AIR OR WATER INFILTRATION.

112 RADON VENT PIPE. REFER TO PLUMBING

DRAWINGS FOR AREA COVERAGE AND

PIPING ISOMETRIC.

151 HANGAR DOOR BUMPER ASSEMBLY BY

HANGAR DOOR MANUFACTURER.

419 SPRAY TILE FINISH SYSTEM ON

CONCRETE WALLS.

436 COMPOSITE INSULATED PANEL

ASSEMBLY. COLOR M9.

439 DOWNSPOUT. SEE ROOF PLAN.

ROOM

NO. ROOM NAME

140 DASH-21 EQUIP CONTAINERS

140A MISSION AUXILIARY TANK SYSTEM

(MATS)

140B MATS ACCESSORIES STORAGE

141 SECURE CLASSIFIED STORAGE VAULT

142 WEAPONS SHOP

142A OFFICE A

142B OFFICE B

142C TOOL STORAGE

142D WEAPONS VAULT

142E GRINDER

142F CLEANING

143 PRODUCTION/ ENGINE STORAGE

144 PASSENGER OXYGEN SYSTEM (POS)

CM11 MAIN COMM

CS02 COVERED STORAGE NORTH

E11 MAIN ELECT

M11 MAIN MECH

M A

C R

D A

1 2 7 83 4 5 6

140A

M11 E11 140B

CS02

CM11142D

142B

142C

142A

38 040

8 640

8443 0001 3003 7001 300

/B8 A-101D.1

-1

/B8 A-101D.1

-1

MATCHLINE

M A

T C

H L

M A

T C

H L

142E

142F

6 524

4 460 4 440 6 100 3 800 4 850 4 5909 600

5 670

3 900

2 960

870940 1 900 2 400

4 058

1 000 1 165

3 0002 155

100 240

1 900

1 000

SEE

DETAIL A5

ON S-207

SEE

DETAIL A8

ON S-207

SEE DETAIL

E1 ON S-208

1 8501 300

1 200

5 700 430

670 8 230

8 900

1. STUD WALLS: ALL DIMENSIONS ARE

FROM FACE OF STUD TO FACE OF

STUD, OR FACE OF CONCRETE TO

FACE OF STUD, UNLESS NOTED

OTHERWISE ON THE DRAWING.

2. CONCRETE WALLS: ALL DIMENSIONS

FOR CONCRETE WALLS ARE FROM

CONCRETE CORNERS OR CONCRETE

FACES TO ROUGH OPENINGS IN

CONCRETE, OR FROM ROUGH

OPENINGS TO ROUGH OPENINGS IN

CONCRETE WALLS, UNLESS NOTED

OTHERWISE ON THE DRAWING.

3. PLUMBING FIXTURES: WHEN LOCATING

PLUMBING FIXTURES, DIMENSIONS ARE

TO THE CENTERLINE OF THE FIXTURE

(DRAINLINE) WITH THE USE OF NOTE

NUMBER 1 OR 2.

4. PROVIDE 155 MM FROM HINGE JAMB TO

PARTITION. MEASURE FROM INSIDE OF

THE FRAME (DOOR EDGE)

PERPENDICULAR TO FACE OF

ADJACENT PARTITION - UNLESS NOTED

OTHERWISE AT THE SPECIFIC

LOCATION.

ROOM SCHEDULE:

REFERENCE KEYNOTES:

GENERAL NOTES:

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

T A

P O

A P

-5

F Y

O N

A F

S O

H A

N G

A R

M U

Y O

K O

T A

B A

S E

J A

P A

T H

R E

E -B

A Y

H A

N G

A R

M U

V -1

-D

-0

H a n g a r_ A rc h .r v t

A F

-2

-1

-0

J U

L Y

As indicated

7/14/2021 12:09:26

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W KZF JV_A_HangarAMU_R20.rvt

H A

U C

K -K

A L

T I

M A

L B

E R

K N

O L

L E

A-101C.2

M L

O H

S E

S T

F L

O O

R P

L A

A R

E A

C D

N S

A A

-1 C

0 2000

SCALE: 1: 100

PLAN NORTH

KEY PLAN

ABC

D E

1 : 100

PARTIAL FIRST FLOOR PLAN - AREA C - DIMENSIONS

ROOM

NO. ROOM NAME

140 DASH-21 EQUIP CONTAINERS

140A MISSION AUXILIARY TANK SYSTEM

(MATS)

140B MATS ACCESSORIES STORAGE

141 SECURE CLASSIFIED STORAGE VAULT

142 WEAPONS SHOP

142A OFFICE A

142B OFFICE B

142C TOOL STORAGE

142D WEAPONS VAULT

142E GRINDER

142F CLEANING

143 PRODUCTION/ ENGINE STORAGE

144 PASSENGER OXYGEN SYSTEM (POS)

CM11 MAIN COMM

CS02 COVERED STORAGE NORTH

E11 MAIN ELECT

M11 MAIN MECH

NO KEYNOTES APPLIED TO THIS SHEET.

M A

C R

D A

SLOPE DOWN TO DRAIN

OVERHANG

ABOVE

C/L AIRCRAFT

PAINTED FOORPRINT

OSPREY FORWARD

LANDING GEAR

PAINTED FOOTPRINT

OSPREY AFT LANDING

GEAR

BRIDGE

ARMSHOOK

METAL PANEL

SOFFT ABOVE

C/L AIRCRAFT

A -1

B .1

/A1 A-101B.1

-1

/A4 A-101C.1

-1

MATCHLINE

M A

T C

H L

M A

T C

H L

M A

T C

H L

HOOK

V3F

U31

S L O

P E

U P

T O

B A

C K

W A

L L

OHB2A

CO12D

140A

B2B

O H

144A

116E

143A

C O

G OH140

142A

B2C

U31

PAINTED FOOTPRINT

OSPREY FORWARD

LANDING GEAR

PAINTED FOOTPRINT

OSPREY AFT LANDING

GEAR

PAINTED FOOTPRINT

C-130 AFT LANDING

GEAR

M A

T C

H L

MATCHLINE

PAINTED FOOTPRINT

C-130 FORWARD

LANDING GEAR

PAINTED TAXI LINE.

COORDINATE WITH

AIR FIELD STRIPING

REQUIREMENTS

C/L C-130 PAINTED TAXI

LINE. COORDINATE WITH

AIR FIELD STRIPING

REQUIREMENTS

5 900 5 900

1 981 1 981

S L O

P E

U P

T O

B A

C K

W A

L L

A-402

126B

FOR SLAB INSULATION AND VAPOR

RETARDER UNDER THE SLAB SEE

FOUNDATION NOTES ON S-101 AND

DETAILS ON S-502

LADDER 2B1 SEE

SHT 714

LADDER 2B2

SEE SHT 714

O H

A-402

TRENCH DRAIN.

REFER TO PLUMBING

DRAWINGS

145 147

PAINTED TAXI LINE.

COORDINATE WITH

AIR FIELD STRIPING

REQUIREMENTS

1 100 2 049

150 150

1. TYPCIAL DIMENSIONS ARE FROM FACE

OF CONCRETE OR FACE/EDGE OF

STEEL TO THE OBJECT LINE OR TO

THE CENTER LINE OF AN OBJECT

UNLESS NOTED OTHERWISE.

2. OBJECT LINES ARE NOTED ON THE

DRAWINGS. OBJECT LINES ARE

REPEATED IN THE 1-BAY AND 2-BAY.

1 : 100

PARTIAL FIRST FLOOR PLAN - AREA D - NOTATIONS

ROOM SCHEDULE:

GENERAL NOTES:

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

T A

P O

A P

-5

F Y

O N

A F

S O

H A

N G

A R

M U

Y O

K O

T A

B A

S E

J A

P A

T H

R E

E -B

A Y

H A

N G

A R

M U

V -1

-D

-0

H a n g a r_ A rc h .r v t

A F

-2

-1

-0

J U

L Y

As indicated

7/14/2021 12:09:30

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W KZF JV_A_HangarAMU_R20.rvt

H A

U C

K -K

A L

T I

M A

L B

E R

K N

O L

L E

A-101D.1

M L

O H

S E

S T

F L

O O

R P

L A

A R

E A

D N

O T

A T

A A

-1 D

0 100

SCALE: 1: 5

20050

PLAN NORTH

KEY PLAN

ABC

D E

ROOM

NO. ROOM NAME

B2 2-BAY HANGAR

148 AIRCRAFT CLEARANCE BOUNDARY LINE. 152 MM

WIDE STRIPE: COLOR - YELLOW

149 1220MM X1220MM SOLID GREEN PAINTED AREA AT

EMERGENCY EYE WASHES, SHOWERS AND FIRST

AID KITS. PAINTED AREA SHALL COMPLY WITH

SAFETY REQUIREMENTS FOR SLIP RESISTANCE

SUITABLE FOR A POTENTIALLY WET

ENVIRONMENT AND BE OF SUFFICIENT SIZE TO

MAINTAIN CLEARANCE AND ACCESS, AT A

MINIMUM, 24 INCHES IN ALL DIRECTIONS FROM

THE FIXTURE.

150 HANGAR DOOR SEALS BY HANGAR DOOR MFR.

109 INSULATED OVERHEAD COILING DOOR. PROVIDE

PERIMETER SEALS TO PREVENT AIR OR WATER

INFILTRATION.

145 UNIDIRECTIONAL, BOTTOM ROLLING HANGAR

DOOR.

147 HOLLOW METAL PERSONNEL DOOR IN H.M.

FRAME BY HANGAR DOOR MFR.

058 SERVICE SINK.

059 WALK-UP SERVICE WINDOW WITH COUNTER AND

COILING COUNTER DOOR.

060 MECHANICAL DUCT FROM ABOVE DOWN TO

450MM ABOVE SLAB. SEE MECHANICAL

DRAWINGS M-301 AND 302.

092 COILING DOOR HOOD ABOVE.

016 EMERGENCY EYEWASH/SHOWER.

041 1500 X 1500 LEVEL AREA AT DOOR - SLOPE DOWN

TO MAIN SLAB. SEE STRUCTURAL.

052 EXPANSION JOINT. SEE DETAILS ON A-524, 525

AND 526.

053 CONCRETE WALL.

057 WASH FOUNTAIN.

REFERENCE KEYNOTES:

M A

C R

D A

/A4 A-101C.1

1 0001 165 3 000

/A1 A-101B.1

-1

/A4 A-101C.1

-1

M A

T C

H L

M A

T C

H L

M A

T C

H L

2 155

18 970

3 00025 800 25 800

19 786

18 970

19 786

OUTLINE OF

AIRCRAFT

OUTLINE OF AIRCRAFT

OUTLINE OF

3 048 CLEARANCE

AROUND AIRCRAFT

DISTANCE BETWEEN RUNWAY BEAMS

DISTANCE BETWEEN HOOK LIMITS

OUT TO OUT OF AIRCRAFT PROPSOUT TO OUT OF AIRCRAFT PROPS DISTANCE

BETWEEN

PROPS

DISTANCE BETWEEN RUNWAY BEAMS

DISTANCE BETWEEN HOOK LIMITS

400 60 360 400

CLEAR

2 940

1 100 2 049

C L E

A R

5 135.00°

CLEAR

1 375

2 470 6 735

C L E

A R

CLEAR

2 900

C L E

A R

CLEAR

1 375

6 735 2 460

135.00°

C L E

A R

1. TYPCIAL DIMENSIONS ARE FROM FACE

OF CONCRETE OR FACE/EDGE OF

STEEL TO THE OBJECT LINE OR TO

THE CENTER LINE OF AN OBJECT

UNLESS NOTED OTHERWISE.

2. OBJECT LINES ARE NOTED ON THE

DRAWINGS. OBJECT LINES ARE

REPEATED IN THE 1-BAY AND 2-BAY.

GENERAL NOTES:

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

US Army Corps of Engineers ®

D R

A W

C O

D E

PLOT SCALE:PLOT DATE: READY TO ADVERTISE - 16 JULY 2021

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

P A

N D

T A

P O

A P

-5

F Y

O N

A F

S O

H A

N G

A R

M U

Y O

K O

T A

B A

S E

J A

P A

T H

R E

E -B

A Y

H A

N G

A R

M U

V -1

-D

-0

H a n g a r_ A rc h .r v t

A F

-2

-1

-0

J U

L Y

As indicated

7/14/2021 12:09:34

BIM 360://AFSOC_YokotaAB_HangarAMU_076915/_W KZF JV_A_HangarAMU_R20.rvt

H A

U C

K -K

A L

T I

M A

L B

E R

K N

O L

L E

A-101D.2

M L

O H

S E

S T

F L

O O

R P

L A

A R

E A

D D

N S

A A

-1 D

0 2000

SCALE: 1: 100

PLAN NORTH

KEY PLAN

ABC

D E 1 : 100

PARTIAL FIRST FLOOR PLAN - AREA D - DIMENSIONS

M A

C R

D A

T T

HOOK

S21

13 15 16 17

G.6

G.2

F.6

E.3

/A1 A-101B.1

-1

/A1 A-101A.1

-1

.1 M

A T

C H

M A

T C

H L

H1F

V3F

U31

V3F

U31

A-712

OH116

OH111

116D116E

111C

B1B

C O

OH110C

B2C

U31

U31U31

U31

V5F

V5FV3F

PAINTED FOOTPRINT

OSPREY FORWARD

LANDING GEAR

PAINTED FOOTPRINT

OSPREY AFT

LANDING GEAR

PAINTED TAXI LINE.

COORDINATE WITH AIR FIELD

STRIPING REQUIREMENTS.

116F 1

H1FH1F

A-307

A-308

B1A

A-211

A-402

119A

116C

C O

FOR SLAB INSULATION AND

VAPOR RETARDER UNDER THE

SLAB SEE FOUNDATION NOTES

ON S-101 AND DETAILS ON S-502

LADDER 1B1

SEE SHT 714

LADDER 1B2

SEE SHT 714

O H

A-211

TRENCH DRAIN

439439 436

145 151151

1. TYPICAL DIMENSIONS ARE FROM FACE

OF CONCRETE OR FACE/EDGE OF STEEL

TO OBJECT LINE OR TO CENTER LINE OF

AN…

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