TEMF_Drawing_(Volume_3_of_4).pdf
PDF 10 MB Posted
- Attached to
- Tactical Equipment Maintenance Facility Federal contract opportunity
- Solicitation number
- W912HV-17-B-0002
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Drawings (Volume 3 of 4)
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract_-_TEMF_W912HV-17-B-0002.pdf | ||
| W912HV-17-B-0002,_Am-0002_(Combined_Drawings).pdf | ||
| W912HV-17-B-0002,_Amendment_0002.pdf | ||
| W912HV-17-B-0002,_Am_0002_-_Revised_Specs.pdf | ||
| Amendment_0001_-_TEMF_(extend_response_date).pdf | ||
| TEMF_Drawing_(Volume_4_of_4).pdf | ||
| TEMF_Drawing_(Volume_2_of_4).pdf | ||
| OneTime_Multiple_Access_Roster_USAG-J_Form_1529-1.pdf | ||
| OneTime_Multiple_Access_Roster_USAG-J_Form_1529.pdf | ||
| Solicitation_W912HV-17-B-0002.pdf | ||
| TEMF_Specifications.pdf | ||
| TEMF_Drawing_(Volume_1_of_4).pdf |
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EASEMENT FOR
DRAINAGE PIPE LINE
EASEMENT FOR
DRAINAGE PIPE LINE
SAKAI RIVER
FAC3157-01
20'W X 951.9'L
FAC3084
6'W X 424'L
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US ARMY CORPS
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THIS PROJECT WAS REVIEWED BY JAPAN DISTRICT OF THE U.S ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
SECTION/DETAIL CROSS REFERENCING CONVENTIONS
SECTION IDENTIFICATION NUMBER
NUMBER OF SHEET ON WHICH
SECTION IS DRAWN
3 DETAIL IDENTIFICATION NUMBER
NUMBER OF SHEET ON WHICH
DETAIL OF THE CONDITION IS
DRAWN
GI001
GI001
DIRECTION
GI001
DETAIL
DRAWING TITLE
SCALE
DRAWING SCALE
SECTION
DRAWING TITLE NUMBER
AE101
ELEVATION
ELEVATION IDENTIFICATION NUMBER
NUMBER OF SHEET ON WHICH
ELEVATION IS DRAWN
A
B
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U.S. ARMY ENGINEER DISTRICT, JAPAN
DATE
DATE
PROJECT MANAGER
REID S. OSHIRO, P.E.
CHIEF, ENGINEERING BRANCH
HOKKAIDO
MISAWA AB
HONSHU
YOKOTA AB
NAF ATSUGI
YOKOSUKA NB
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MCAS IWAKUNI
CAMP FUJI
CAMP ZAMA
SAGAMIHARA HOUSING AREA
SAGAMI GENERAL DEPOT
VICINITY MAP
NORTH
LOCATION PLAN
ENGINEERING AND CONSTRUCTION
DIVISION
US ARMY ENGINEER DISTRICT, JAPAN
APO AP 96338-5010
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SAGAMI GENERAL DEPOT, JAPAN
FY13 MCA PN62663
A P
P R
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B Y
TACTICAL EQUIPMENT MAINTENANCE FACILITY
ARCHITECTURAL
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION
STRUCTURAL
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION
MECHANICAL / PLUMBING
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION
FIRE PROTECTION
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION
ELECTRICAL
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION
NORTH
PROJECT LOCATIONS
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SCHEDULE OF DRAWINGS
SHEET NO. SHEET NAME REV.
FIRE PROTECTION
F-001 FIRE PROTECTION SYSTEM SYMBOLS AND LEGENDS
F-101 FIRE ALARM & MNS AND FIRE SUPPRESSION SYSTEM FLOOR PLAN
F-601 FIRE ALARM & MNS RISER DIAGRAM AND MATRIX
F-602 FIRE SUPPRESSION SYSTEM DETAILS AND DIAGRAM
PLUMBING
P-001 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS LEGEND
P-101 PIPING PLAN
P-401 ENLARGED PIPING PLAN
P-501 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-701 PLUMBING DIAGRAMS
P-901 PIPING ISOMETRIC DIAGRAMS
P-902 PIPING ISOMETRIC
MECHANICAL
M-001 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS LEGEND
M-101 HVAC PLAN
M-501 HVAC SCHEDULES AND DETAILS
ELECTRICAL
E-001 LEGEND AND ABBREVIATIONS
EG101 GROUNDING AND LIGHTNING PROTECTION PLAN
EG501 GROUNDING & LIGHTNING PROTECTION DETAILS
EG502 GROUNDING & LIGHTNING PROTECTION DETAILS
EP101 POWER PLAN
EP601 PANEL SCHEDULES
EL101 LIGHTING PLAN
TELECOMMUNICATIONS
T-001 TELECOMMUNICATIONS LEGEND AND ABBREVIATIONS
T-101 TELECOMMUNICATIONS FLOOR PLAN
T-501 TELECOMMUNICATIONS DETAILS
SHEET NO. SHEET NAME REV.
GENERAL
G-000 COVER SHEET
GI001 LIFE SAFETY CODE ANALYSIS & FLOOR PLAN
STRUCTURAL
S-001 GENERAL NOTES AND DESIGN LOADS
S-002 TYPICAL DETAILS
S-003 MISCELLANEOUS TYPICAL DETAILS
S-004 TYPICAL BRACE DETAILS
S-005 DETAILS
S-101 FOUNDATIONPLAN
S-102 ROOF FRAMING PLAN
S-201 WALL ELEVATIONS
S-202 WALL ELEVATIONS
S-301 ELEVATIONS
S-302 SECTION
S-401 BEAM ELEVATIONS
S-402 PIT DETAIL
ARCHITECTURAL
A-001 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS
A-101 FLOOR PLAN
A-102 REFLECTED CEILING PLAN
A-103 ROOF PLAN
A-201 EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-302 WALL SECTIONS
A-501 MISCELLANEOUS DETAILS
A-502 MISCELLANEOUS DETAILS
A-601 SCHEDULES
A-602 DOOR AND LOUVER DETAILS
INTERIORS
I-501 SIGNAGE DETAILS AND SIGNAGE SCHEDULE
OPTION ONE
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INTERIOR FINISHES: NFPA 101
INTERIOR WALL AND CEILING FINISH MATERIALS:
CLASS A, B, OR C IN ALL SPACES EXCEPT EXIT ENCLOSURES TABLE A10.2.2, NOTE 6
INTERIOR FLOOR MATERIALS:
CLASS I OR II, IN CORRIDORS AND EXITS: TABLE A10.2.2, NOTE 6
FIRE SPRINKLER PROTECTION: PROVIDED PER UFC 3-600-01 AND UFC 4-214-02.
FIRE ALARM SYSTEM: PROVIDED PER UFC 3-600-01 AND UFC 4-214-02.
MASS NOTIFICATION SYSTEM: PROVIDED PER UFC 4-010-01 AND UFC 4-021-01.
EGRESS ARRANGEMENT: NFPA TABLE A.7.6.1
MAXIMUM DISTANCE LIMITS, M
OCCUPANCY COMMON PATH DEAD END CORRIDOR TRAVEL DISTANCE
INDUSTRIAL, SPRINKLERED 30 15 75
STORAGE (S-1), SPRINKLERED 30 30 122
MINIMUM NUMBER OF EXITS REQUIRED: NFPA 101 7.4.1.1
TOTAL OCCUPANCY LOAD: 68:
NOT LESS THAN 2 EXITS REQUIRED NFPA 101 7.4.1.2 (1)
SINGLE EXIT WHERE THE DISTANCE WITHIN A COMMON PATH LIMIT: NFPA 101 7.4.1.2 (2); 40.2.4.1.2
5 EXITS PROVIDED ACTUAL DESIGN
EGRESS DOOR SWING: NFPA 101 7.2.1.4.2
SWING IN THE DIRECTION OF EXIT TRAVEL SERVING AN OCCUPANT LOAD OF 50 OR MORE PERSONS
ACCESSIBLE MEANS OF EGRESS:
ACCESSIBLE EGRESS IS PROVIDED TO ACCESSIBLE EXITS NFPA 101 7.5.4 & 7.2.12
ACCESSIBILITY STANDARD: ICC/ANSI A117.1 (NFPA 101 A7.5.4.1), ABA,UFAS
MINIMUM ACCESSIBLE EXITS: 2 ACCESSIBLE EXITS PROVIDED
EMERGENCY LIGHTING: NFPA 101 7.9.1.3 & 7.9.2.1
EMERGENCY LIGHTING WILL BE DESIGNED TO ACTIVATE WITHIN 10 SECONDS OF PRIMARY POWER FAILURE AND OPERATE
INDEFINITELY ON BATTERY POWER.
EXIT AND EXIT ACCESS MARKINGS: NFPA 101 7.10.1.1, 7.10.1.3, 7.10.1.5
TACTILE SIGNAGE MEETING ICC/ANSI A117.1 WILL BE PROVIDED AT EACH EXIT DOOR THAT REQUIRE AN EXIT SIGN. ALSO, EXIT SIGNS SHALL BE PROVIDED IN A MANNER SO THAT NO POINT IS MORE THAN 100 FT FROM A SIGN.
FIRE EXTINGUISHERS:
HAZARD CLASSIFICATION: CLASS A, B & C NFPA 10 4.2.1
STORAGE AREAS- ORDINARY (MODERATE) HAZARD
OFFICES- ORDINARY (MODERATE) HAZARD
MECHANICAL ROOM- ORDINARY (MODERATE) HAZARD
EXTINGUISHER DESIGN BASIS: 2A-20B-C DRY CHEMICAL EXTINGUISHER
BUILDING AREA CLASSIFICATION PER NFPA 10 ORDINARY (MODERATE) HAZARD.
MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER 23 M
MAXIMUM COVERAGE PER "2A EXTINGUISHER" 1045 SM
FIRE EXTINGUISHERS SHALL BE CABINET MOUNTED, IN FINISHED AREAS, AND BRACKET MOUNTED IN UNFINISHED AREAS WITH A MAXIMUM PERMISSIBLE MOUNTING HEIGHT TO TOP OF EXTINGUISHER OF 1372 MM AND SHALL NOT PROJECT FROM THE WALL MORE THAN 100 MM INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES (ADA 4.2.6 & 4.4.1)
ALL EXTINGUISHERS SHALL BE GOVERNMENT FURNISHED GOVERNMENT INSTALLED.
UNITED FACILITIES CRITERIA:
UFC 1-200-01 DESIGN: GENERAL BUILDING REQUIREMENTS, 19 JULY 2011
UFC 3-460-01 DESIGN; PETROLEUM FUEL FACILITIES, 16 AUGUST 2010
UFC 3-600-01 DESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES, 14 JULY 2009
UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 2 FEBRUARY 2012
UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, 1 JANUARY 2010
UFC 4-214-02 TACTICAL EQUIPMENT MAINTENANCE FACILITIES (TEMF) STANDARD DESIGN, 17 MAR. 2011
OTHER DOD DESIGN STANDARDS:
TI-800-01 TECHNICAL INSTRUCTIONS, DESIGN CRITERIA, 20 JULY 1998
SAGAMI GENERAL DEPOT ARMY INSTALLATION DESIGN GUIDE, JULY 2005
APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODES:
NFPA 1 FIRE CODE, 2009
NFPA 10 PORTABLE FIRE EXTINGUISHERS, 2010
NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS, 2010
NFPA 20 INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION, 2010
NFPA 24 INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2010
NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, 2012
NFPA 30A MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES, 2012
NFPA 70 NATIONAL ELECTRICAL CODE, 2011
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2010
NFPA 90A INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2012
NFPA 90B INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS, 2012
NFPA 101 LIFE SAFETY CODE, 2009
NFPA 291 FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2010
APPLICABLE BUILDING CODES:
IBC INTERNATIONAL BUILDING CODE, 2009 (AS AMENDED BY UFC 1-200-01 REQUIREMENTS)
ACCESSIBILITY STANDARDS AND GUIDELINES:
A) DOD POLICY MEMORANDUM, OCTOBER 31, 2008, SUBJECT: ACCESS FOR PEOPLE WITH DISABILITIES.
B) ARCHITECTURAL BARRIERS ACT STANDARD FOR DEPARTMENT OF DEFENSE FACILITIES
LOCAL DESIGN STANDARD:
JAPAN ENVIRONMENTAL GOVERNING STANDARDS, NOVEMBER 2010
CONFLICTS IN DESIGN CRITERIA:
WHEN A CONFLICT BETWEEN THE ABOVE LISTED ORGANIZATION STANDARDS EXISTS, THE PROVISIONS OF UFC SHALL TAKE
PRECEDENCE OVER ANY OTHER DOCUMENT OR STANDARD.
GENERAL BUILDING DESCRIPTION:
TACTICAL VEHICLE WASH FACILITY (TEMF) WILL BE PROTECTED BY OVERHEAD WET FIRE SUPPRESSION SYSTEM; AND
THROUGHOUT, BY AN ADDRESSABLE FIRE ALARM SYSTEM WITH A MASS NOTIFICATION SYSTEM.
TYPES OF CONSTRUCTION:
TYPE IIB, NONCOMBUSTIBLE / TYPE II (000) IBC TABLE 601 / NFPA 220 TABLE 4.1.1.
OCCUPANCY CLASSIFICATION:
THE BUILDING WILL CONTAIN THE FOLLOWING MIXED, NON-SEPARATED OCCUPANCIES:
• LOW-HAZARD FACTORY INDUSTRIAL GROUP F-2 / INDUSTRIAL: IBC 306.3 / NFPA 101 6.1.12
OR LOW-HAZARD STORAGE GROUP S-2/NEW STORAGE: IBC 311.3 / NFPA 1016.1.13.
BUILDING AREA LIMITATIONS:
INDUSTRIAL F-2 AND STORAGE S-2: ONE STORY WITH 18.3 M SURROUNDED BLDG: AREA IS TO BE UNLIMITED: IBC 507.3
TOTAL BUILDING AREA PROVIDED: 630 SM (ACTUAL DESIGN). THE AREA OF THE BUILDING COMPLIES F-2 / S-2 REQUIREMENTS.
ALLOWABLE BUILDING HEIGHT:
THE BASIC ALLOWABLE HEIGHT IS 16.8 M, AND MAXIMUM NUMBER OF STORIES: 3: IBC, TABLE 503.
THE BUILDING IS SINGLE-STORY AND 7.5 M HIGH (ACTUAL DESIGN). THE HEIGHT AND NUMBER OF STORIES OF THE BUILDING
COMPLIES F-2 / S-2 REQUIREMENTS.
REQUIRED SEPARATION OF OCCUPANCIES:
NO SEPARATION IS REQUIRED BETWEEN NON-SEPARATED OCCUPANCIES.
TYPE OF CONSTRUCTION:
FIRE RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS:
UNPROTECTED, NON-COMBUSTIBLE, TYPE IIB , TYPE II (000)
STRUCTURAL FRAME IBC NFPA 101
(INCLUDING COLUMNS, GIRDERS, AND TRUSSES) TABLE 601 TABLE A 8.2.1.2
BEARING WALLS - EXTERIOR 0 HR 0 HR
BEARING WALLS - INTERIOR 0 HR 0 HR
NONBEARING WALLS & PARTITIONS - EXTERIOR* 0 HR 0 HR
NONBEARING WALLS & PARTITIONS - INTERIOR 0 HR 0 HR
FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS & JOISTS) 0 HR 0 HR
ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS & JOISTS) 0 HR 0 HR
*ALL EXTERIOR WALLS OF THE BUILDING ARE PROVIDED WITH A MINIMUM 10 M FIRE SEPARATION DISTANCE AND ARE NOT REQUIRED TO HAVE A FIRE-RESISTANCE RATING (IBC, TABLE 602). THE EXTERIOR WALLS ARE ALLOWED TO HAVE UNLIMITED
UNPROTECTED OPENINGS (IBC, 705.8.1 EXCEPTION 2).
OCCUPANT LOAD FACTORS: NFPA 101 TABLE 7.3.1.2
ALL FACTORS ARE EXPRESSED IN GROSS AREA UNLESS MARKED "NET": NFPA 101 TABLE 7.3.1.2 (a)
INDUSTRIAL
• GENERAL AND HIGH HAZARD INDUSTRIAL = 9.3 SM / PERSON
• STORAGE (S-1) = 46.5 SM / PERSON
MEANS OF EGRESS REQUIREMENTS:
EGRESS WIDTH PER PERSON SERVED:
LEVEL COMPONENTS & RAMPS: 5 MM/PERSON NFPA 101 TABLE 7.3.3.1
DOOR WIDTHS
• MINIMUM: 914 MM NFPA 101 7.3.4.1 (2)
• MINIMUM: 813 CLEAR IBC 1008.1
• MAXIMUM LEAF: 1219 MM MINIMUM NFPA 101 12.2.3.8, 38.2.3.2, IBC 1018.2
MINIMUM CORRIDOR WIDTH 1118 MM NFPA 101 12.2.3.8
LIFE SAFETY CODE ANALYSIS
FEB
115 MM
914 MM
120 MM
914 MM
37.0 M ( 9.8 M)
41.4 M ( 9.8 M)
17.0 M ( 17.0 M)
MECHANICAL
W101
HEAVY CLEANING
VEHICLE WASH BAY
W103
LIGHT CLEANING
VEHICLE WASH BAY
W104
RECYCLE WATER
EQUIPMENT
W102
2 3
C
B
A
D
FIRE BARRIER - 1 HOUR FIRE RESISTANCE RATING (NFPA 101 8.3.1)
X= TRAVEL DISTANCES IN METER; Y = COMMON PATH DISTANCES IN METER.
INDUSTRIAL (F-2) OCCUPANCY / STORAGE GROUP S-2
INDUSTRIAL (NFPA 101) / STORAGE (NO HATCH)
OCCUPANT LOAD
CALCULATED REQUIRED EXIT WIDTH IN MM
PROVIDED EXIT WIDTH (CLEAR) IN MM
WALL MOUNTED EXIT LIGHTS
CEILING MOUNTED EXIT LIGHTS
FIRE EXTINGUISHER BRACKET (FEB) FOR 10 LB DRY CHEM TYPE (2A-20B-C)
LIFE SAFETY LEGEND:
X M(Y M)
FEB
XXX
XX MM
XX MM
GENERAL NOTES:
1. GENERAL INFORMATION (GI) SHEETS ARE FOR
INFORMATION ONLY.
2. ALL DRAWINGS ARE DIAGRAMMATIC IN NATURE AND
SHALL NOT BE USED FOR EXACT MEASUREMENT,
DESIGN, OR FABRICATION.
3. CONTRACTOR SHALL COORDINATE INSTALLATION OF
EVERY SYSTEM COMPONENTS WITH ALL OTHER
TRADES.
4. TOTAL OCCUPANT LOAD IS 68.
SHEET KEYNOTES
PROVIDE ONE HOUR SEPARATION
PER NFPA 20.1
US ARMY CORPS
OF ENGINEERS
JAPAN ENGINEER DISTRICT
A
D A
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LIFE SAFETY FLOOR PLAN1
SCALE - 1:100
0 400020001000
PLAN
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A
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Sheet
Reference
Number:
B C D E F G H
S C
A L E
D R
A W
I N
G
C
O D
E
A B C D E F G H
A1 Size 594mm x 841mm
P R
O J E
C
E
N G
I N
E E
R A
R C
H I T
E C
T
E
180° HOOKS
END HOOKS
D16 D19 D22
D25
D10
D13
90° HOOKS
STANDARD HOOK 180°
OR 60 MM MIN.
4d A OR G
BAR BEND 90°
A OR G J A OR G
BAR SIZE
JIS
HOOK
b
D
DETAILING
DIMENSION
D
A
OR
G d
DETAILING
DIMENSION
D = FINISHED INSIDE BEND DIAMETER
d = NOMINAL BAR DIAMETERb
D = 6d FOR D10 THROUGH D25b
J D
(MM)
(MM) (MM) (MM)
db b db
1 TYPICAL REBAR BENDING
SCALE : NOT TO SCALE
4-D13
OPENING
(2 LAYERS)
4-D13
(2 LAYERS)
300 < D < 500
2X4-D16
(2 LAYERS)
2X4-D16
(2 LAYERS)
OPENING OPENING
OPENING
D > 500
N1 B
AR
S
N2 BARS
N2
BARS, BOTH SIDE
N1
BARS, BOTH SIDE
N1 AND N2 BARS SHALL
BE SAME SIZE AS THE
INTERRUPTED MAIN BARS
NOTE:
IN
TE
RR
UP
TE
D
4X2-D16 DIAGONAL
BARS (TB AND BB)
OF OPENING
OF OPENING
(D)
OPENING
D D
D 50D
Ld
(TYP)
(TYP)
D < 300
(TYP)
(T
YP
Ld
3 TYPICAL WALL AND SLAB OPENING
SCALE : NOT TO SCALE
D13@300 OC
BARS EACH WAY
2-D13 REBARS
AT TOP OF PAD D13@150 OC FOR
PAD HEIGHT > 250
(MIN)
40MM THICK FLUID
NON-SHRINK GROUT 20MM CHAMFER
D13@300 OC
MIN. 4 PER PAD
ANCHOR BOLTS
EQUIPMENT BASE
(MIN)
D13@300 OC
MIN. 4 PER PAD
ANCHOR BOLT
(MM) 13 16 20 22 25 32 35 40 44 50
MINIMUM PAD HEIGHT
(MM) 175 215 250 275 320 375 420 450 525 600
ANCHOR BOLT
BLOCK OUT
CLEAN AND ROUGH
CONSTRUCTION JOINT
ALL AROUND,TYP
EQUIPMENT PAD - TYPE II
(SEE PLAN FOR SIZE)
SEE PLAN
D13@300 OC
BARS EACH WAY
2-D13 REBARS
AT TOP OF PAD D13@150 OC FOR
PAD HEIGHT > 250
40MM THICK FLUID
NON-SHRINK GROUT 20MM CHAMFER
EQUIPMENT BASE
ALL AROUND,TYP
SEE PLAN
ANCHOR BOLTS
CLEAN AND ROUGH
CONSTRUCTION JOINT
EQUIPMENT PAD - TYPE I
(SEE PLAN FOR SIZE)
4 EQUIPMENT BEARING PAD
SCALE : NOT TO SCALE
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
BAR SIZE
JIS
D10 D13 D16 D19 D22 D25
CLASS A
(MM) (INCH)
19.42 23.31 31.07 36.90 53.41 60.69
1.0 x Ld
CLASS B
(MM) (INCH)
25.25 30.30 40.40 47.97 69.43 78.90
1.3 x Ld
LAP SPLICE
SPLICE
(SEE TABLE)
CLASS A
(MM) (INCH)
14.92 17.93 23.90 28.39 41.08 46.69
1.0 x Ld
CLASS B
(MM) (INCH)
19.42 23.31 31.07 36.90 53.41 60.69
1.3 x Ld
TOP BARS OTHERS
MAIN BAR
SPLICE
(SEE TABLE)
(MIN)
MAIN BAR
TENSION TENSION
(MM) (INCH)
19.42 23.31 31.07 36.90 53.41 60.69
Ldc
LAP SPLICE
IN TENSION IN COMPRESSION
ALL BARS
6d FOR D10, D13, D16b 12d FOR D19, D22, D25b
D
D db A OR G
BEAM
90°
CL
DE
TA
ILI
NG
DI
ME
NS
IO
N
BEAM
CL
DE
TA
ILI
NG
DI
ME
NS
IO
N
D
HO
OK
A
OR
G db
6db
H
D
135°
D = DIMENSION IS BEND DIAMETER
135° HOOKS
STIRRUP HOOKS
D16 D19 D22
D25
D10
D13
90° HOOKS
A OR G H A OR G
BAR SIZE
JIS D
(MM)
(MM) (MM) (MM)
D = BEND DIAMETER
BEAM
CL
DE
TA
ILI
NG
DI
ME
NS
IO
N
D
HO
OK
A
OR
G db
6db
H
D
135°
75 MM MIN.
135° HOOKS
SEISMIC STIRRUP/TIE
D16 D19 D22
D25
D10
D13
A OR G H
BAR SIZE
JIS D
(MM)
(MM) (MM)
D = BEND DIAMETER
H = DIMENSION IS APPROXIMATE D = DIMENSION IS BEND DIAMETER H = DIMENSION IS APPROXIMATE
S-002
T Y
P I C
L
T
A I L
S
BY THE CONTRACTING OFFICER. ANCHOR BOLTS SHALL BE HELD IN POSITION WITH
A TEMPLATE OR OTHER ACCEPTABLE MEANS, MATCHING THE BASE PLATE, WHILE
PAD IS BEING PLACED.
PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ON THE PLANS OR AS
EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERWISE.
ALL ANCHOR BOLTS FOR EQUIPMENT SHALL BE CAST-IN-PLACE APPROVED1.
2.
3.
4.
NOTES:
TO KEEP ANCHOR BOLT ABOVE SUPPORTING SLAB AS SHOWN BELOW. WHERE
SHOWN, USE EQUIPMENT PAD - TYPE II WITH BLOCKOUT.
WEDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE BASE
IN PLACE SHALL NOT BE EXPOSED TO VIEW.
5.
6.
PA
D
HE
IG
HT
PA
D
HE
IG
HT
Ld = DEVELOPMENT LENGTH Ldc = DEVELOPMENT LENGTH IN COMPRESSION
JU
LY
L E
I D
O S
G
I N
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R I N
G
L L C
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W A
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1:25
0 0.5 1.0 2.5M1.5 2.0
GRAPHIC SCALE1 MISCELLANEOUS TYPICAL DETAILS
SCALE 1:25
A
D A
T E
D
E S
I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
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D
B
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A
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N G
I N
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J A
P A
N
C O
R P
S
O
F
E
N G
I N
E E
R S
A P
O
A
P
Sheet
Reference
Number:
B C D E F G H
S C
A L E
D R
A W
I N
G
C
O D
E
A B C D E F G H
A1 Size 594mm x 841mm
P R
O J E
G
I N
E E
R A
R C
H I T
E C
T
E
550 900 550
1,2
1,1
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
TYPICAL SLAB ON GRADE
WAINSCOT (WS) DETAILS
SCALE 1:25
PILE CAP PLAN DETAIL, ( PC2 )
SCALE 1:25
ELEVATION / SECTION
SCALE 1:25
BOLLARD DETAIL
SCALE 1:25
200 WIDTH 200
DE
PT
H
TRENCH DETAIL
SCALE 1:25
S2, 150 MM THICK
S1, 250 MM THICK
ANCHOR DETAIL
TYPICAL WALL (W1) DETAIL
Ld
Ld 50 50
S-003
M I S
C E
L L
A N
E O
U
Y P
I C
T
A I L
S
1,5
2,3
C
LR
0 60
SCALE 1:25
SCALE 1:25
2,4
H
SLAB CONTROL JOINT, ( CNJ )
7575 12
300 300
SLAB CONSTRUCTION JOINT, ( CJ )
H
0.2 5H
0.2 5H
SCALE 1:25
SCALE 1:25
JU
LY
PEDESTAL DETAILS
SCALE 1:25
SECTION OF P2
650750
425 325
325325
A
SECTION - P1A SECTION - P1B
5±
D
1 4 2 3
0 25
300 400
TYPICAL ELEVATION - "A"
750 (P1A/P1B) 700(P2)
25 LE
VE
LIN
G
GR
OU
T
200200
B C
1,800
900 450
10-D19@200 OC
5- D2
5@
0 O C
1 4
900 900
A D
B
C
L E
I D
G
I N
E E
R I N
G
L L C
N
B
R O
A D
W A
Y
S
U I T
E
O K
L A
H O
T
Y
O
K w w w L E
I D
O S c o m e n g i n e e r i n g
DE
SC
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PT
IO
N
DA
TE
AP
R
SY
MB
OL
SY
MB
OL
SY
MB
OL
DA
TE
D A
T E
D
E S
I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
J A
P A
N
C O
R P
S
O
F
E
N G
I N
E E
R S
A P
O
A
P
Sheet
Reference
Number:
B C D E F G H
S C
A L E
D R
A W
I N
G
C
O D
E
A B C D E F G H
A1 Size 594mm x 841mm
P R
O J E
G
I N
E E
R A
R C
H I T
E C
T
E
1 TYPICAL WALL BRACE
NOT TO SCALE
2 TYPICAL ROOF BRACE
NOT TO SCALE
DETAIL 2A DETAIL 2B DETAIL 2C DETAIL 2D
DETAIL E DETAIL F DETAIL G
DETAIL A DETAIL B DETAIL C
ELEVATION
PLAN PLAN
ELEVATION SECTION
ELEVATION
PLAN
ELEVATION SECTION
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
S-004
T Y
P I C
A L
B
R A
T
A I L S
TYPICAL WALL BRACE ELEVATION
NOTES:
TYPICAL ROOF BRACE PLAN
NOTES:
JU
LY
L E
I D
G
I N
E E
R I N
G
L L C
N
B
R O
A D
W A
Y
S
U I T
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L A
H O
T
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O
K w w w L E
I D
O S c o m e n g i n e e r i n g
DE
SC
RI
PT
IO
N
DA
TE
AP
R
SY
MB
OL
SY
MB
OL
SY
MB
OL
DA
TE
GRAPHIC SCALE
A
D A
T E
D
E S
I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
J A
P A
N
C O
R P
S
O
F
E
N G
I N
E E
R S
A P
O
A
P
Sheet
Reference
Number:
B C D E F
S C
A L E
D R
A W
I N
G
C
O D
E
A B C D E F G H
A1 Size 594mm x 841mm
P R
O J E
G
I N
E E
R A
R C
H I T
E C
T
E
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
S-005
D E
T A
I L S
0±
0±
50 50
ELEVATION
SECTION
1 WALL BRACING - FRAME CONNECTION
SCALE 1:25
2 WALL BRACING - BEAM CONNECTION
SCALE 1:25
3 WALL BRACING - PURLIN CONNECTION
SCALE 1:25
0± 50
50 50
0±
ELEVATION
SECTION
PROVIDE 5MM GAP
3A BENT PLATE DETAIL
NOT TO SCALE
PROVIDE 5MM GAP
50 50100
2±
6± 250
0±
0±
0±
ELEVATION
SECTION
50 50
PROVIDE 5MM GAP PROVIDE 5MM GAP
JU
LY
L E
I D
G
I N
E E
R I N
G
L L C
N
B
R O
A D
W A
Y
S
U I T
E
O K
L A
H O
T
Y
O
K w w w L E
I D
O S c o m e n g i n e e r i n g
DE
SC
RI
PT
IO
N
DA
TE
AP
R
SY
MB
OL
SY
MB
OL
SY
MB
OL
DA
TE
D A
T E
D
E S
I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
J A
P A
N
C O
R P
S
O
F
E
N G
I N
E E
R S
A P
O
A
P
Sheet
Reference
Number:
B C D E F G H
S C
A L E
D R
A W
I N
G
C
O D
E
A B C D E F G H
A1 Size 594mm x 841mm
P R
O J E
G
I N
E E
R A
R C
H I T
E C
T
E
10 M5420 1
GRAPHIC SCALE
1:100
PLAN
NORTH US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
1 FOUNDATION PLAN
SCALE 1:100
1 42 3
8,490
,80
2,900 1,940 4,267 3,045
6,9
8,5
7,8
1,8
1,0
,14
1,0
1,8
900 900 900 900900 900
B
C
D
1,000
1,3
1,0
1,3
2,7
2,7
1,027 4,568 2,393
4,267 2533
A
(1 6 E
QU
AL
S
PA
CE
S)
1,5
1,524
7,9
3,6
,39
SL
OP
E
DO
W N
SLOPE
DOWN
SL
OP
E
DO
W N
SLOPE
DOWN
1,524
425 8,480 425
2,8101,0268533,0482,346 5,150 4,267
2,1051,178
8,480
1,2802,785
3,045 2,1051,1781,632
1,5
SL
OP
E
DO
W N
SL
OP
E
DO
W N
4,267
1,205 1,228 917 1,228
1,890 1,228
1,4
2,2
1,880
S-101
F O
U N
D A
T I O
N
P
L A
N
26,300
1,5
1,5
2,4
2,4
2,4
2,600 MM Ø
2,193 3,353 1,879 2,505 4,568 4,850 4,557 2,394
2,749 2,244 4,939 4,568 4,849 4,568 2,383
1,6
1,3
,85
1,3
1,6
1,524
0 12
JU
LY
L E
I D
G
I N
E E
R I N
G
L L C
N
B
R O
A D
W A
Y
S
U I T
E
O K
L A
H O
T
Y
O
K w w w L E
I D
O S c o m e n g i n e e r i n g
DE
SC
RI
PT
IO
N
DA
TE
AP
R
SY
MB
OL
SY
MB
OL
SY
MB
OL
DA
TE
1 42 3
8,480 8,490
26,500
525 5258,480
6,9
4,2
4,2
7,8
A
D A
T E
D
E S
I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
U S
A
R M
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E
N G
I N
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R
D
I S
T R
I C
T
J A
P A
N
C O
R P
S
O
F
E
N G
I N
E E
R S
A P
O
A
P
Sheet
Reference
Number:
B C D E F G H
S C
A L E
D R
A W
I N
G
C
O D
E
A B C D E F G H
A1 Size 594mm x 841mm
P R
O J E
G
I N
E E
R A
R C
H I T
E C
T
E
10 M5420 1
GRAPHIC SCALE
1:100
1 ROOF FRAMING PLAN
SCALE 1:100
A
B
C
D
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
,00
PLAN
NORTH
17,997
42 3
HEAVY CURTAIN WALL SUPPORT BETWEEN GRIDS B AND C
NOT TO SCALE
A B
DETAIL A
NOT TO SCALE
DETAIL B
NOT TO SCALE
S-102
R O
F
F
A
M I N
G
P
L A
N
NOTES:
JU
LY
JU
LY
L E
I D
G
I N
E E
R I N
G
L L C
N
B
R O
A D
W A
Y
S
U I T
E
O K
L A
H O
T
Y
O
K w w w L E
I D
O S c o m e n g i n e e r i n g
DE
SC
RI
PT
IO
N
DA
TE
AP
R
SY
MB
OL
SY
MB
OL
SY
MB
OL
DA
TE
AP
R
JU
L 2
D A
T E
D
E S
I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
J A
P A
N
C O
R P
S
O
F
E
N G
I N
E E
R S
A P
O
A
P
Sheet
Reference
Number:
B C D E F G H
S C
A L E
D R
A W
I N
G
C
O D
E
A B C D E F G H
A1 Size 594mm x 841mm
P R
O J E
G
I N
E E
R A
R C
H I T
E C
T
E
1 WALL ELEVATION AT GRID D
SCALE 1:100
10 M5420 1
GRAPHIC SCALE
1:100
2 WALL ELEVATION AT GRID A
SCALE 1:100
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
1 42 3
8,480 8,490 8,480
6,3
2,0
5,2
1,0
2,4
2,2
1,6
1,2
2,4
2,2
425 425
6,3
2,0
2,4
2,2
1,6
1,2
14 23
8,4808,4908,480525 425425
2,4
S-201
W A
L L
E
L E
V A
T I O
N S
2,4
0±
5,2
1,0
2,4
2,2
0±
JU
LY
JU
LY
L E
I D
G
I N
E E
R I N
G
L L C
N
B
R O
A D
W A
Y
S
U I T
E
O K
L A
H O
T
Y
O
K w w w L E
I D
O S c o m e n g i n e e r i n g
DE
SC
RI
PT
IO
N
DA
TE
AP
R
SY
MB
OL
SY
MB
OL
SY
MB
OL
DA
TE
AP
R
JU
L 2
D A
T E
D
E S
I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
J A
P A
N
C O
R P
S
O
F
E
N G
I N
E E
R S
A P
O
A
P
Sheet
Reference
Number:
B C D E F G H
S C
A L E
D R
A W
I N
G
C
O D
E
A B C D E F G H
A1 Size 594mm x 841mm
P R
O J E
G
I N
E E
R A
R C
H I T
E C
T
E
2 WALL ELEVATION AT GRID 4
SCALE 1:100
10 M5420 1
GRAPHIC SCALE
1:100
1 WALL ELEVATION AT GRID 1
SCALE 1:100
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
A
6,3
2,0 00 80
1,2
2,0
2,4
2,4
2,4
1,8
2,0
23,350
7,8558,5606,935
B C D
325 325
3,9
A
6,3
2,0 00 80
1,2
2,0
2,4
2,4
2,4
1,8
2,0
23,350
7,855 8,560 6,935
BCD
325325
3,9
S-202
W A
L L
E
L V
A T
I O
N S
JU
LY
JU
LY
L E
I D
G
I N
E E
R I N
G
L L C
N
B
R O
A D
W A
Y
S
U I T
E
O K
L A
H O
T
Y
O
K w w w L E
I D
O S c o m e n g i n e e r i n g
DE
SC
RI
PT
IO
N
DA
TE
AP
R
SY
MB
OL
SY
MB
OL
SY
MB
OL
DA
TE
AP
R
JU
L 2
1 ELEVATION AT GRID 3
SCALE 1:100
A
D A
T E
D
E S
I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
J A
P A
N
C O
R P
S
O
F
E
N G
I N
E E
R S
A P
O
A
P
Sheet
Reference
Number:
B C D E F G H
S C
A L E
D R
A W
I N
G
C
O D
E
A B C D E F G H
A1 Size 594mm x 841mm
P R
O J E
G
I N
E E
R A
R C
H I T
E C
T
E
10 M5420 1
GRAPHIC SCALE
1:100
2 ELEVATION AT GRID 2
SCALE 1:100
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
A
6,3
2,0 00 80
1,2
2,0
2,4
2,4
2,4
3,9
23,350
7,8558,5606,935
B C D
325 325
3,9
A
6,3
2,0 00 80
1,2
2,0
2,4
2,4
6,3
23,350
7,855 8,560 6,935
BCD
325325
3,9
8153,6004,144
S-301
E L E
V A
T I O
N S
JU
LY
JU
LY
L E
I D
G
I N
E E
R I N
G
L L C
N
B
R O
A D
W A
Y
S
U I T
E
O K
L A
H O
T
Y
O
K w w w L E
I D
O S c o m e n g i n e e r i n g
DE
SC
RI
PT
IO
N
DA
TE
AP
R
SY
MB
OL
SY
MB
OL
SY
MB
OL
DA
TE
AP
R
JU
L 2
GRAPHIC SCALE
1 SECTION
SCALE 1:25
A
D A
T E
D
E S
I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
J A
P A
N
C O
R P
S
O
F
E
N G
I N
E E
R S
A P
O
A
P
Sheet
Reference
Number:
B C D E F G H
S C
A L E
D R
A W
I N
G
C
O D
E
A B C D E F G H
A1 Size 594mm x 841mm
P R
O J E
G
I N
E E
R A
R C
H I T
E C
T
E
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
11,675
6,935
D
A
B
C E
N T
N
E
6,3
1,2
2,0
2,4
3,9
S-302
S E
C T
I O
N
300 5050
VA
RI
ES
150 150
JU
LY
JU
LY
L E
I D
G
I N
E E
R I N
G
L L C
N
B
R O
A D
W A
Y
S
U I T
E
O K
L A
H O
T
Y
O
K w w w L E
I D
O S c o m e n g i n e e r i n g
DE
SC
RI
PT
IO
N
DA
TE
AP
R
SY
MB
OL
SY
MB
OL
SY
MB
OL
DA
TE
AP
R
JU
L 2
D A
T E
D
E S
I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
J A
P A
N
C O
R P
S
O
F
E
N G
I N
E E
R S
A P
O
A
P
Sheet
Reference
Number:
B C D E F G H
S C
A L E
D R
A W
I N
G
C
O D
E
A B C D E F G H
A1 Size 594mm x 841mm
P R
O J E
G
I N
E E
R A
R C
H I T
E C
T
E
1:50
0 1.0 2.0 5M3.0 4.0
GRAPHIC SCALE
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
2,0
1 2 3 4
50 400 REST @ 250 OC (MAX) 400 REST @ 250 OC (MAX) REST @ 250 OC (MAX)
1,2 00 80
1 2
3 4
2,0
1,2
REST @ 250 OC (MAX)
REST @ 250 OC (MAX) REST @ 250 OC (MAX)
D AC B
2,0
1,2
REST @ 250 OC (MAX) REST @ 250 OC (MAX)
REST @ 250 OC (MAX)
01,6
1 BEAM ELEVATIONS
SCALE 1:50
400 400400 400
400 400
400 400 400
50 50
50 50 50
50 50 50
50 50 50
400 50 400 50
400 50
400 50400 50400 50
1 2
1,6
REST @ 250 OC (MAX)
40050 400 50
S-401
B E
E
V A
T I O
N S
A B
REST @ 250 OC (MAX)
D C
2,0
1,2 00 80
40050 400 50
D C B A
REST @ 250 OC (MAX)40050 400
400 400400REST @ 250 OC (MAX) REST @ 250 OC (MAX)
50 50
JU
LY
JU
LY
L E
I D
G
I N
E E
R I N
G
L L C
N
B
R O
A D
W A
Y
S
U I T
E
O K
L A
H O
T
Y
O
K w w w L E
I D
O S c o m e n g i n e e r i n g
DE
SC
RI
PT
IO
N
DA
TE
AP
R
SY
MB
OL
SY
MB
OL
SY
MB
OL
DA
TE
AP
R
JU
L 2
D A
T E
D
E S
I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
J A
P A
N
C O
R P
S
O
F
E
N G
I N
E E
R S
A P
O
A
P
Sheet
Reference
Number:
B C D E F G H
S C
A L E
D R
A W
I N
G
C
O D
E
A B C D E F G H
A1 Size 594mm x 841mm
P R
O J E
G
I N
E E
R A
R C
H I T
E C
T
E
GRAPHIC SCALE
1:25
1 SECTION
SCALE 1:25
2 SECTION
SCALE 1:25
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
B
3,600 200200
4,000
1,280
7,625 1,280
2,2
3,0
3,2
8,480
7,000200 200
S-402
P
T
A I L
1,3001,300 1,000
9-D13@200±OC TB AND BB
1,8
1,2
3,0
200 50
D13@200± OC TOP AND BOTTOM BARS
2001,000
1,0
1,8
JU
LY
JU
LY
L E
I D
G
I N
E E
R I N
G
L L C
N
B
R O
A D
W A
Y
S
U I T
E
O K
L A
H O
T
Y
O
K w w w L E
I D
O S c o m e n g i n e e r i n g
DE
SC
RI
PT
IO
N
DA
TE
AP
R
SY
MB
OL
SY
MB
OL
SY
MB
OL
DA
TE
AP
R
JU
L 2
AD
ADD
ADDL
ADJ
AFF
AGGR
AL
ALUM
ALT
ANOD
APPROX
ARCH
AREA DRAIN
ADDENDUM
ADDITIONAL
ADJACENT
ABOVE FINISHED FLOOR
AGGREGATE
ACTIVE LEAF
ALUMINUM
ALTERNATE
ANODIZED
APPROXIMATE
ARCHITECTURAL
BD
BETW
BG
BL
BLK
BLKG
BM
BMS
BOT
BRG
BSMT
BU ROD
BUR
BOARD
BETWEEN
BUMPER GUARD
BUILDING LINE
BLOCK
BLOCKING
BEAM
BODY MASS SENSOR
BOTTOM
BEARING
BASEMENT
BACK UP ROD
BUILT-UP ROOF
C TO C
C
CBB
CEM
CER
CF
CG
CIP
CJ
CL
CLG
CMU
COL
COMM
CONC
CONN
CONST
CONT
CONTR
COORD
CS
CSK
CT
CTR
CW
CENTER TO CENTER
COMPACT PARKING SPACE
CONCRETE BACKER BOARD
CEMENT
CERAMIC
CUBIC FOOT
CORNER GUARD
CAST IN PLACE
CONTROL JOINT
CENTER LINE
CEILING
CONCRETE MASONRY UNIT
COLUMN
COMMUNICATIONS
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CONTRACTOR
COORDINATE
CAST STONE
COUNTER SUNK
CERAMIC TILE
CENTER
CURTAIN WALL
D
DTL
DIA
DIM
DL
DN
DPS
DS
DWG
DWGS
DWLS
DEPTH
DETAIL
DIAMETER
DIMENSION
DEAL LOAD
DOWN
DOOR POSITION SWITCH
DOWN SPOUT
DRAWING
DRAWINGS
DOWELS
E
EB
EXP BLT
EIFS
EJ
EL, ELEV
ELEC
ENCL
EQ
EQUIP
ESC
EVTR
EW
EWC
EXH
EXIST
EXP
EXT
EACH
EXPANSION BOLT
EXPANSION BOLT
EXTERIOR INSULATION FINISH
SYSTEM
EXPANSION JOINT
ELEVATION
ELECTRIC(AL)
ENCLOSE
EQUAL
EQUIPMENT
ESCALATOR
ELEVATOR
EACH WAY
ELECTRICAL WATER COOLER
EXHAUST
EXISTING
EXPOSED
EXTERIOR
FA
FAU
FR
FD
FDN
FE
FEC
FF
FHC
FIN
FIN FLR
FIXT
FLASH
FLR
FLUOR
FO
FT
FTG
FVC
FIRE ALARM
FORCED AIR UNIT
FIRE RESISTIVE
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISHED FLOOR
FIRE HOSE CABINET
FINISH
FINISHED FLOOR
FIXTURE
FLASHING
FLOOR
FLUORESCENT
FACE OF
FOOT
FOOTING
FIRE VALVE CABINET
GA
GALV
GEN
GFRC
GI
GL
GMFG
GND
GR
GRG
GWB
GYP
GYP BD
GAUGE
GALVANIZED
GENERAL
GLASS FIBER REINFORCED CONCRETE
GALVANIZED IRON
GLASS
GLASS MAT FACED GYPSUM BOARD
GROUND
GRADE
GLASS REINFORCED GYPSUM
GYPSUM WALL BOARD
GYPSUM
GYPSUM BOARD
H H/C
HC
HB
HD
HDW
HDWH
HM
HOR
HP
HR
HT
HTR
HIGH
HANDICAPPED
HOLLOW CORE
HOSE BIBB
HEAD
HARDWARE
HARDWOOD
HOLLOW METAL
HORIZONTAL
HIGH POINT
HOUR
HEIGHT
HEATER
ID
IN
INSUL
INT
INSIDE DIAMETER
INCH
INSULATION
INTERIOR
JAN
JT
JANITOR
JOINT
K
KO
KP
KSF
KIPS (1,000 LB)
KNOCK OUT
KICK PLATE
KIPS PER SQUARE FOOT
L
LAM
LAV
LB
LF
LG
LIN
LL
LOC
LP
LT
LWC
ANGLE
LAMINATE
LAVATORY
POUND (WEIGHT)
LINEAL FOOT
LONG
LINEAR, LINEAL
LIVE LOAD
LOCATION
LOW POINT
LIGHT
LIGHTWEIGHT CONCRETE
MAS
MATL
MAX
MBM
MBS
MDO
MECH
MEMB
MFR
MIN
MISC
MO
MOD
MOD BIT
MSL
MTD
MTL
MASONRY
MATERIAL
MAXIMUM
METAL BUILDING MANUFACTURER
METAL BUILDING SYSTEM
MEDIUM DENSITY OVERLAY
MECHANICAL
MEMBRANE
MANUFACTURER
MINIMUM
MISCELLANEOUS
MASONRY OPENING
MODIFIED
MODIFIED BITUMEN
MEAN SEA LEVEL
MOUNTED
METAL
NA
NIC
NO. #
NOM
NTS
NWC
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
NORMAL WEIGHT CONCRETE
O TO O
OA
OC
OBO
OBO - ICS
OD
OD
OFCI
OFOI
OH
OPNG
OPP
OVHD
OUTSIDE TO OUTSIDE
OVER ALL
ON CENTER
OVERSEAS BUILDING OPERATIONS
OVERSEAS BUILDING OPERATIONS
INTERNATIONAL CODE SUPPLEMENTS
OUTSIDE DIAMETER
OVERFLOW DRAIN
OWNER FURNISHED, CONTRACTOR
INSTALLED
OWNER FURNISHED, OWNER
INSTALLED
OPPOSITE HAND
OPENING
OPPOSITE
OVERHEAD
PLAM
PC
PCF
PD
PENT
PERF
PL
PL
PLUMB
PLYWD
PNL
POL
P.O.L.
PORT CEM
PR
PREFAB
PREF
PSF
PSI
PT
PTD
PTN
PLASTIC LAMINATE
PRECAST CONCRETE
POUNDS PER CUBIC FOOT
PLANTER DRAIN
PENTHOUSE
PERFORATED
PROPERTY LINE
PLATE
PLUMBING
PLYWOOD
PANEL
POLISHED
PETROLEUM OIL LUBRICANT
PORTLAND CEMENT
PAIR
PREFABRICATED
PREFINISHED
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POINT
PAINTED
PARTITION
R
RAD
RCP
RD
REBAR
RECP
REF
REINF
RELOC
REQD
RET
REX
RFVC
RM
RO
RWL
RISER
RADIUS
ROOF DRAIN
REINFORCING BAR
REFLECTED CEILING PLAN
RECEPTACLE
REFER OR REFERENCE
REINFORCING
RELOCATE(D)
REQUIRED
RETAINING WALL
REQUEST TO EXIT
RECESSED FIRE VALVE CAB
ROOM
ROUGH OPENING
RAIN WATER LEADER
SAB
SC
SCHED
SECT
SED
SF
SHT
SIM
SMS
SOG
SP
SPA
SPEC
SQ
SS
STA
STC
STD
STIFF
STL
STRUC
SUSP
SYM
SYS
SOUND ATTENUATION BLANKET
SOLID CORE
SCHEDULE
SECTION
STANDARD EMBASSY DESIGN
SQUARE FEET
SHEET
SIMILAR
SHEET METAL SCREW
SLAB ON GRADE
STAND PIPE
SPACE, SPACING
SPECIFICATION
SQUARE
STAINLESS STEEL
STATION
SOUND TRANSMISSION COEFFICIENT
STANDARD
STIFFENER
STEEL
STRUCTURAL
SUSPENDED
SYMMETRICAL
SYSTEM
T T&B
TC
TEL
TEMP
THK
THOLD
TO
TOB
TOC
TOF
TOP
TOS
TO STL
TS
TW
TYP
TREAD
TOP AND BOTTOM
TOP OF CURB
TELEPHONE
TEMPERATURE
THICK
THRESHOLD
TOP OF
TOP BEAM
TOP OF CONCRETE
TOP OF FOOTING
TOP OF PARAPET
TOP OF SLAB
TOP OF STEEL
TUBE STEEL
TOP OF WALL
TYPICAL
UL
UNO
UNDERWRITERS LABORATORIES
UNLESS NOTED OTHERWISE
VAR
VCT
VERT
VEST
VWC
VARIES
VINYL COMPOSITE TILE
VERTICAL
VESTIBULE
VINYL WALL COVERING
W/ W/O W
WD
WDW
WF
WH
WL
WP
WR
WT
WWF
WITH
WITHOUT
WIDTH
WOOD
WINDOW
WIDE FLANGE
WATER HEATER
WIND LOAD
WATERPROOF(ING)
WATER RESISTANT
WEIGHT
WELDED WIRE FABRIC
ABBREVIATIONS
ARCHITECTURAL REFERENCE SYMBOLS:
? ROOM NUMBER REFERENCE
KEY NOTE REFERENCE
PARTITION TYPE REFERENCE
DOOR NUMBER REFERENCE
SPOT ELEVATION TAG
US ARMY CORPS
OF ENGINEERS
JAPAN ENGINEER DISTRICT
A
D A
T E
D
E S
IG
N
E D
B Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
U .S
. A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T , J
A P
A N
C O
R P
S O
F E
N G
IN
E
E R
S A
P O
A P
-5
Sheet Reference Number:
LE
ID
O S
E N
G
IN
E E
R
IN
G , L
LC
N
. B R
O A
D W
A Y
, S U
IT
E
O K
LA
H
O M
A C
IT
Y
, O K
5-
8-w w w
.L E
ID
O
S .c om /e ng in ee rin g
B C D E F G H
S C
A
LE
D R
A W
IN
G
C O
D E
A1 Size 594mm x 841mm
P R
O
JE
C T
E N
G
IN
E E
R /A
R C
H
IT
E C
T
E
N O
D
ES
C
R
IP
TI
O
N D
AT
E
AP
R
A B C D E F G H
SA
G
AM
I G
EN
ER
AL
D
EP
O
T, J
AP
AN
TA
C
T I C
AL
E
Q U
IP
M
E N T
M
AI
N
TE
N
AN
C E
FA
C
IL
IT
Y
JU
L
JU
L
A-001
M
AN
M
AN
LC
J
KA
L
FY
1 3
M C
A
PN
VW
F
(V O
LU
M
E
O F
4)
G E
N E
R A
L N
O T
E S
, A B
B R
E V
IA
T
IO
N
S A
N D
S Y
M B
O
LS
N O
D
ES
C
R
IP
TI
O
N D
AT
E
AP
R
R T
A
7/
2/
A-201
A-201
A-201
A-201
A-301
A-301
A-301
A-301
CC
BB
ELECTRICAL
W101
HEAVY CLEANING
VEHICLE WASH BAY
W103
LIGHT CLEANING
VEHICLE WASH BAY
W104
P1
P1
P1
P1
WASH WATER
STORAGE
W105
RECYCLE WATER
EQUIPMENT
W102
64 64
A-502
A-301
A-301
SL
O
PE
D
O W
N
SL
O
PE
D
O W
N
SL
O
PE
D
O W
N
SLOPE
DOWN
AA
DD
O
U T
TO
O
U T
- C O
N C
R
ET
E
O
U T
TO
O
U T
- M
ET
AL
P
AN
EL
O
U T
TO
O
U T
- C O
N C
R
ET
E
R .O
R .O
84808480
25450
26300 OUT TO OUT - CONCRETE
26500 OUT TO OUT METAL PANEL
525 525
2446 3048 R.O.
7625 9205
8480 8480
25450
26300 OUT TO OUT - CONCRETE
26500 OUT TO OUT - METAL PANEL
525 525
3000 1940 R.O.
W101A
W103A W104A
W104B
W104C
W104DW103BW102A
4065 3045 2105 2633
1632 3045 2633
4267 R.O. 4267 R.O.
4267 R.O. 4267 R.O.
100 100
100100
21051178
O
U T
TO
O
U T
- M
ET
AL
P
AN
EL
1026853
W102B
A-301
A-301
SL
O
PE
D
O W
N
SL
O
PE
D O
W N
SLOPE
DOWN
SL
O
PE
D
O W
N
64 64
64 646464
37 37 37
3737 37 37
64 64 64646464
64 64 64 64 6464
64 64
74 74 74 74
GENERAL NOTES
1. REFER TO GENERAL SHEET G000 FOR INDEX
OF DRAWINGS.
2. REFER TO ARCHITECTURAL SHEET A501 FOR
PARTITION TYPES.
3. REFER TO ARCHITECTURAL SHEET A601 FOR
DOOR SCHEDULE.
4. REFER TO ARCHITECTURAL SHEET A601 FOR
FINISH SCHEDULE.
5. ANY DISCREPANCIES IN DIMENSIONS IN THE
FIELD SHALL BE REPORTED FOR DIRECTION
PRIOR TO PROCEEDING WITH CONSTRUCTION.
6. WRITTEN DIMENSIONS GOVERN. DO NOT
SCALE DRAWINGS.
7. CONCRETE WALL DIMENSIONS ARE FROM FACE
OF WALL TO FACE OF WALL.
US ARMY CORPS
OF ENGINEERS
JAPAN ENGINEER DISTRICT
A
D A
T E
D
E S
IG
N
E D
B Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
U .S
. A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T , J
A P
A N
C O
R P
S O
F E
N G
IN
E
E R
S A
P O
A P
-5
Sheet Reference Number:
LE
ID
O S
E N
G
IN
E E
R
IN
G , L
LC
N
. B R
O A
D W
A Y
, S U
IT
E
O K
LA
H
O M
A C
IT
Y
, O K
5-
8-w w w
.L E
ID
O
S .c om /e ng in ee rin g
B C D E F G H
S C
A
LE
D R
A W
IN
G
C O
D E
A1 Size 594mm x 841mm
P R
O
JE
C T
E N
G
IN
E E
R /A
R C
H
IT
E C
T
E
N O
D
ES
C
R
IP
TI
O
N D
AT
E
AP
R
A B C D E F G H
SA
G
AM
I G
EN
ER
AL
D
EP
O
T, J
AP
AN
TA
C
T I C
AL
E
Q U
IP
M
E N T
M
AI
N
TE
N
AN
C E
FA
C
IL
IT
Y
JU
L
JU
L
As in di ca te d
A-101
M
AN
M
AN
LC
J
KA
L
FY
1 3
M C
A
PN
VW
F
(V O
LU
M
E
O F
4)
F
LO
O R
P
LA
NSCALE: 1 : 100
FLOOR PLAN1
27 TRENCH DRAIN
37 PRECAST CONCRETE SPLASH BLOCK
64 305mm dia. x 1524mm HIGH, CONCRETE FILLED
SCHEDULE 80 GALVANIZED PIPE BOLLARD, PRIME
AND PAINT SAFETY YELLOW, TYPICAL, REFER
DETAIL 9/A-501 AND COORDINATE WITH
STRUCTURAL
71 LADDER, REFER DETAIL 10/A-501
74 WASH BAY CURTAIN, REFER TO STRUCTURAL
FOR SUPPORT FRAMING
SHEET KEYNOTES
SCALE - 1:100
0 400020001000
PLAN
NORTH
N O
D
ES
C
R
IP
TI
O
N D
AT
E
AP
R
R T
A
7/
2/
A-201
A-201
A-201
A-201
A-301
A-301
A-301
A-301
CC
BB
A-301
A-301
ELECTRICAL
W101 HEAVY CLEANING
VEHICLE WASH BAY
W103
LIGHT CLEANING
VEHICLE WASH BAY
W104
WASH WATER
STORAGE
W105
RECYCLE WATER
EQUIPMENT
W102
AA
DD
A-301
A-301
74 74
GENERAL NOTES
1. REFER TO GENERAL SHEET G000 FOR INDEX
OF DRAWINGS.
2. REFER TO ARCHITECTURAL SHEET A501 FOR
PARTITION TYPES.
3. REFER TO ARCHITECTURAL SHEET A601 FOR
DOOR SCHEDULE.
4. REFER TO ARCHITECTURAL SHEET A601 FOR
FINISH SCHEDULE.
5. ANY DISCREPANCIES IN DIMENSIONS IN THE
FIELD SHALL BE REPORTED FOR DIRECTION
PRIOR TO PROCEEDING WITH CONSTRUCTION.
6. WRITTEN DIMENSIONS GOVERN. DO NOT
SCALE DRAWINGS.
7. CONCRETE WALL DIMENSIONS ARE FROM FACE
OF WALL TO FACE OF WALL.
US ARMY CORPS
OF ENGINEERS
JAPAN ENGINEER DISTRICT
A
D A
T E
D
E S
IG
N
E D
B Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
U .S
. A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T , J
A P
A N
C O
R P
S O
F E
N G
IN
E
E R
S A
P O
A P
-5
Sheet Reference Number:
LE
ID
O S
E N
G
IN
E E
R
IN
G , L
LC
N
. B R
O A
D W
A Y
, S U
IT
E
O K
LA
H
O M
A C
IT
Y
, O K
5-
8-w w w
.L E
ID
O
S .c om /e ng in ee rin g
B C D E F G H
S C
A
LE
D R
A W
IN
G
C O
D E
A1 Size 594mm x 841mm
P R
O
JE
C T
E N
G
IN
E E
R /A
R C
H
IT
E C
T
E
N O
D
ES
C
R
IP
TI
O
N D
AT
E
AP
R
A B C D E F G H
SA
G
AM
I G
EN
ER
AL
D
EP
O
T, J
AP
AN
TA
C
T I C
AL
E
Q U
IP
M
E N T
M
AI
N
TE
N
AN
C E
FA
C
IL
IT
Y
JU
L
JU
L
As in di ca te d
A-102
M
AN
M
AN
LC
J
KA
L
FY
1 3
M C
A
PN
VW
F
(V O
LU
M
E
O F
4)
R E
F
LE
C T
E D
C E
IL
IN
G P
LA
N
SCALE: 1 : 100
REFLECTED CEILING PLAN1
SHEET KEYNOTES
SCALE - 1:100
0 400020001000
PLAN
NORTH
72 LIGHT FIXTURE, REFER TO ELECTRICAL
74 WASH BAY CURTAIN, REFER TO
STRUCTURAL FOR SUPPORT FRAMING
N O
D
ES
C
R
IP
TI
O
N D
AT
E
AP
R
R T
A
7/
2/
A-201
A-201
A-201
A-201
A-301
A-301
A-301
A-301
CC
BB
A-301
A-301
AA
DD
A-301
A-301
SL
O
PE
:1
D O
W N
SL
O
PE
:1
D O
W N
EAVE
EAVE
RIDGE
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
SLOPE
DOWN
70 70 70
70 70 70
GENERAL NOTES
1. REFER TO GENERAL SHEET G000 FOR INDEX
OF DRAWINGS.
2. REFER TO ARCHITECTURAL SHEET A501 FOR
PARTITION TYPES.
3. REFER TO ARCHITECTURAL SHEET A601 FOR
DOOR SCHEDULE.
4. REFER TO ARCHITECTURAL SHEET A601 FOR
FINISH SCHEDULE.
5. ANY DISCREPANCIES IN DIMENSIONS IN THE
FIELD SHALL BE REPORTED FOR DIRECTION
PRIOR TO PROCEEDING WITH CONSTRUCTION.
6. WRITTEN DIMENSIONS GOVERN. DO NOT
SCALE DRAWINGS.
7. CONCRETE WALL DIMENSIONS ARE FROM FACE
OF WALL TO FACE OF WALL.
US ARMY CORPS
OF ENGINEERS
JAPAN ENGINEER DISTRICT
A
D A
T E
D
E S
IG
N
E D
B Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
U .S
. A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T , J
A P
A N
C O
R P
S O
F E
N G
IN
E
E R
S A
P O
A P
-5
Sheet Reference Number:
LE
ID
O S
E N
G
IN
E E
R
IN
G , L
LC
N
. B R
O A
D W
A Y
, S U
IT
E
O K
LA
H
O M
A C
IT
Y
, O K
5-
8-w w w
.L E
ID
O
S .c om /e ng in ee rin g
B C D E F G H
S C
A
LE
D R
A W
IN
G
C O
D E
A1 Size 594mm x 841mm
P R
O
JE
C T
E N
G
IN
E E
R /A
R C
H
IT
E C
T
E
N O
D
ES
C
R
IP
TI
O
N D
AT
E
AP
R
A B C D E F G H
SA
G
AM
I G
EN
ER
AL
D
EP
O
T, J
AP
AN
TA
C
T I C
AL
E
Q U
IP
M
E N T
M
AI
N
TE
N
AN
C E
FA
C
IL
IT
Y
JU
L
JU
L
As in di ca te d
A-103
M
AN
M
AN
LC
J
KA
L
FY
1 3
M C
A
PN
VW
F
(V O
LU
M
E
O F
4)
R O
O F
P
LA
N
SCALE: 1 : 100
ROOF PLAN1
02 PRE-FINISHED METAL (150x150mm) GUTTERS WITH (100mm dia.) PVC DOWNSPOUTS. PROVIDE
CONCRETE SPLASH BLOCK
05 102mm INSULATED METAL ROOF PANEL SYSTEM, R30
65 PRE-FINISHED METAL RAKE TRIM, REFER DETAIL
2/A-502
66 PRE-FINISHED METAL RIDGE TRIM, REFER DETAIL
3/A-502
70 TYPICAL GUTTER EXPANSION JOINT
73 SNOW & ICE GUARD, REFER DETAIL 1/A-501
81 VTR, REFER DETAIL 6/A-502
SHEET KEYNOTES
SCALE - 1:100
0 400020001000
PLAN
NORTH
N O
D
ES
C
R
IP
TI
O
N D
AT
E
AP
R
R T
A
7/
2/
FINISHED FLOOR
EAVE
223 14 32
A-301
A-301
D S
D S
D S
D S
14 3
A-301
A-301
W104A W103A W101A
37373737
FINISHED FLOOR
EAVE
C B AD
A-301
A-301
C B
A-301
A-301
AD
W104C W104B
02 65
64 64
FINISHED FLOOR
EAVE
22 31 43 2
A-301
A-301
D S
D S
D S
D S
1 43
A-301
A-301
W102A W103B W104D
643737 37 37
FINISHED FLOOR
EAVE
CBA D1
A-301
A-301
CB
A-301
A-301
A D
64 64
37 37
GENERAL NOTES
1. REFER TO GENERAL SHEET G000 FOR INDEX
OF DRAWINGS.
2. REFER TO ARCHITECTURAL SHEET A501 FOR
PARTITION TYPES.
3. REFER TO ARCHITECTURAL SHEET A601 FOR
DOOR SCHEDULE.
4. REFER TO ARCHITECTURAL SHEET A601 FOR
FINISH SCHEDULE.
5. ANY DISCREPANCIES IN DIMENSIONS IN THE
FIELD SHALL BE REPORTED FOR DIRECTION
PRIOR TO PROCEEDING WITH CONSTRUCTION.
6. WRITTEN DIMENSIONS GOVERN. DO NOT
SCALE DRAWINGS.
7. CONCRETE WALL DIMENSIONS ARE FROM FACE
OF WALL TO FACE OF WALL.
COLOR SCHEDULE LEGEND
METAL WALL PANELS, HARDWARE, AND ASSOCIATED TRIM:
GRAY SAND 13-1010 TPX (JPS T19-75D)
METAL ROOF PANELS AND ROOF CURBS
(EXTERIOR FACE) POLAR WHITE W/ AN SRI INDEX OF MIN. 78,
ADOBE TEXTURE
(INTERIOR FACE) PREFINISHED WHITE
ROOF CURBS, FASCIAS AND GUTTERING
WHITE TO MATCH ROOF
STEEL DOOR AND FRAMES:
CARAFE 19-1116 TPX (JPS T09-30D)
ALUMINUM WINDOWS:
CARAFE 19-1116 TPX (JPS T09-30D)
EXTERIOR OVERHANGS, SOFFITS AND CEILINGS:
GRAY SAND 13-1010 TPX (JPS T19-75D), SMOOTH TEXTURE
DOWNSPOUTS, LOUVERS, AND FLASHING ON VERTICAL SURFACES:
GRAY SAND 13-1010 TPX (JPS T19-75D), SMOOTH TEXTURE
BOLLARDS: SAFETY YELLOW
US ARMY CORPS
OF ENGINEERS
JAPAN ENGINEER DISTRICT
A
D A
T E
D
E S
IG
N
E D
B Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
U .S
. A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T , J
A P
A N
C O
R P
S O
F E
N G
IN
E
E R
S A
P O
A P
-5
Sheet Reference Number:
LE
ID
O S
E N
G
IN
E E
R
IN
G , L
LC
N
. B R
O A
D W
A Y
, S U
IT
E
O K
LA
H
O M
A C
IT
Y
, O K
5-
8-w w w
.L E
ID
O
S .c om /e ng in ee rin g
B C D E F G H
S C
A
LE
D R
A W
IN
G
C O
D E
A1 Size 594mm x 841mm
P R
O
JE
C T
E N
G
IN
E E
R /A
R C
H
IT
E C
T
E
N O
D
ES
C
R
IP
TI
O
N D
AT
E
AP
R
A B C D E F G H
SA
G
AM
I G
EN
ER
AL
D
EP
O
T, J
AP
AN
TA
C
T I C
AL
E
Q U
IP
M
E N T
M
AI
N
TE
N
AN
C E
FA
C
IL
IT
Y
JU
L
JU
L
As in di ca te d
A-201
M
AN
M
AN
LC
J
KA
L
FY
1 3
M C
A
PN
VW
F
(V O
LU
M
E
O F
4)
E X
T E
R
IO
R E
LE
V
A T
IO
N
S
SCALE: 1 : 100
NORTH ELEVATION1 SCALE: 1 : 100
EAST ELEVATION2
SCALE: 1 : 100
SOUTH ELEVATION3 SCALE: 1 : 100
WEST ELEVATION4
SCALE - 1:100
0 400020001000
01 65mm INSULATED METAL WALL PANEL SYSTEM R20
02 PRE-FINISHED METAL (150x150mm) GUTTERS WITH (100mm dia.) PVC DOWNSPOUTS. PROVIDE
CONCRETE SPLASH BLOCK
05 102mm INSULATED METAL ROOF PANEL SYSTEM, R30
06 PREFINISHED LOUVER, RE: MECHANICAL
DRAWINGS
10 WALL MOUNTED LIGHT, RE: ELECTRICAL
DRAWINGS
11 BUILDING SIGNAGE, RE: SIGNAGE SCHEDULE.
COORDINATE FINAL LOCATION AND BUILDING
NUMBER W/CONTRACTING OFFICER
37 PRECAST CONCRETE SPLASH BLOCK
64 305mm dia. x 1524mm HIGH, CONCRETE FILLED
SCHEDULE 80 GALVANIZED PIPE BOLLARD, PRIME
AND PAINT SAFETY YELLOW, TYPICAL, REFER
DETAIL 9/A-501 AND COORDINATE WITH
STRUCTURAL
65 PRE-FINISHED METAL RAKE TRIM, REFER DETAIL
2/A-502
66 PRE-FINISHED METAL RIDGE TRIM, REFER DETAIL
3/A-502
67 PRE-FINISHED METAL OUTSIDE CORNER TRIM,
REFER DETAIL 8/A-502 AND 12/A-502
SHEET KEYNOTES
SCALE - 1:100
0 400020001000
SCALE - 1:100
0 400020001000
SCALE - 1:100
0 400020001000
N O
D
ES
C
R
IP
TI
O
N D
AT
E
AP
R
R T
A
7/
2/
B/O PIT
-3050
EAVE
22 31 43
A-301
A-301
A-302
TO CONCRETE
A-302
1 43
A-301
A-301
W103A W104A
WASH WATER
STORAGE
W105
HEAVY CLEANING
VEHICLE WASH BAY
W103
LIGHT CLEANING
VEHICLE WASH BAY
W104
FINISHED FLOOR
EAVE
C B AD 1
A-301
A-301
A-302 C B
TO CONCRETE
A-302
A-301
A-301
AD
LIGHT CLEANING
VEHICLE WASH BAY
W104
FINISHED FLOOR
EAVE
223 14 3
A-301
A-301
TO CONCRETE
A-302
A-302
14 3
A-301
A-301
W104D W103B W102A
HEAVY CLEANING
VEHICLE WASH BAY
W103
LIGHT CLEANING
VEHICLE WASH BAY
W104
RECYCLE WATER
EQUIPMENT
W102
GENERAL NOTES
1. REFER TO GENERAL SHEET G000 FOR INDEX
OF DRAWINGS.
2. REFER TO ARCHITECTURAL SHEET A501 FOR
PARTITION TYPES.
3. REFER TO ARCHITECTURAL SHEET A601 FOR
DOOR SCHEDULE.
4. REFER TO ARCHITECTURAL SHEET A601 FOR
FINISH SCHEDULE.
5. ANY DISCREPANCIES IN DIMENSIONS IN THE
FIELD SHALL BE REPORTED FOR DIRECTION
PRIOR TO PROCEEDING WITH CONSTRUCTION.
6. WRITTEN DIMENSIONS GOVERN. DO NOT
SCALE DRAWINGS.
7. CONCRETE WALL DIMENSIONS ARE FROM FACE
OF WALL TO FACE OF WALL.
FINISHED FLOOR
B/O PIT
-3050
EAVE
CBA D
A-301
A-301
CB
TO CONCRETE
A-301
A-301
A D
ELECTRICAL
W101
RECYCLE WATER
EQUIPMENT
W102
WASH WATER
STORAGE
W105
US ARMY CORPS
OF ENGINEERS
JAPAN ENGINEER DISTRICT
A
D A
T E
D
E S
IG
N
E D
B Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
U .S
. A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T , J
A P
A N
C O
R P
S O
F E
N G
IN
E
E R
S A
P O
A P
-5
Sheet Reference Number:
LE
ID
O S
E N
G
IN
E E
R
IN
G , L
LC
N
. B R
O A
D W
A Y
, S U
IT
E
O K
LA
H
O M
A C
IT
Y
, O K
5-
8-w w w
.L E
ID
O
S .c om /e ng in ee rin g
B C D E F G H
S C
A
LE
D R
A W
IN
G
C O
D E
A1 Size 594mm x 841mm
P R
O
JE
C T
E N
G
IN
E E
R /A
R C
H
IT
E C
T
E
N O
D
ES
C
R
IP
TI
O
N D
AT
E
AP
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A B C D E F G H
SA
G
AM
I G
EN
ER
AL
D
EP
O
T, J
AP
AN
TA
C
T I C
AL
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Q U
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M
E N T
M
AI
N
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N
AN
C E
FA
C
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JU
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A-301
M
AN
M
AN
LC
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1 3
M C
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VW
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(V O
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B U
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SCALE: 1 : 100
BUILDING SECTION1
SCALE: 1 : 100
BUILDING SECTION2 SCALE: 1 : 100
BUILDING SECTION4
SCALE - 1:100
0 400020001000
SCALE - 1:100
0 400020001000
SCALE - 1:100
0 400020001000
SCALE - 1:100
0 400020001000
SCALE: 1 : 100
BUILDING SECTION3
N O
D
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AP
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7/
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TO CONCRETE
CAST-IN-PLACE CONCRETE
GRADE BEAM, REFER TO
STRUCTURAL
CAST-IN-PLACE CONCRETE
WALL, REFER TO
STRUCTURAL
38mm FURRING HAT CHANNEL AT 600mm O.C.
38mm FURRING J CHANNEL
STEEL CHANNEL
STEEL GIRT
STEEL GIRT
STEEL GIRT
STEEL FRAME
PREFINISHED METAL RAKE
TRIM
STEEL PURLIN
INSULATED PREFINISHED
METAL ROOF PANEL
A-502
A-502
A-502
PREFINISHED METAL
BASE TRIM
38mm FURRING J CHANNEL
STEEL BEAM
STEEL BEAM
STUCCO ON
METAL LATH
92mm METAL STUDS AT 406mm O.C.
CONCRETE PAVEMENT,
REFER TO CIVIL
VA
R
IE
S
PT-4
PT-6
FINISHED FLOOR
EAVE
STEEL GIRT
INSULATED PREFINISHED
METAL VERTICAL WALL PANEL
PREFINISHED METAL GUTTER
STEEL PURLIN
INSULATED PREFINISHED
METAL ROOF PANEL
PVC DOWNSPOUT
OVERHEAD
COILING DOOR
STEEL BOLLARD
CAST-IN-PLACE
CONCRETE FLOOR
SLAB ON GRADE,
REFER TO STRUCTURAL
A-502
D
CAST-IN-PLACE CONCRETE
GRADE BEAM, REFER TO
STRUCTURAL
CONCRETE SPLASHBLOCK
CAST-IN-PLACE CONCRETE
WALL, REFER TO STRUCTURAL
CONCRETE PAVEMENT,
REFER TO CIVIL
STEEL BEAM
STEEL EAVE STRUT
PT-4
FINISHED FLOOR
EAVE
TO CONCRETE
STEEL GIRT
STEEL GIRT
INSULATED
PREFINISHED METAL
VERTICAL WALL PANEL
CAST-IN-PLACE CONCRETE
WALL, REFER TO STRUCTURAL
38mm FURRING HAT CHANNEL AT 600mm O.C.
CONCRETE
SPLASHBLOCK
CAST-IN-PLACE CONCRETE
GRADE BEAM, REFER TO
STRUCTURAL
38mm FURRING J
CHANNEL
STEEL CHANNEL
STEEL PURLIN
INSULATED PREFINISHED
METAL ROOF PANEL
STEEL EAVE STRUT
CAST-IN-PLACE
CONCRETE FLOOR
SLAB ON GRADE,
REFER TO
STRUCTURAL
PVC DOWNSPOUT
PREFINISHED
METAL GUTTER
PREFINISHED METAL
BASE TRIM
A-502
A-502
A-502
STEEL BEAM
STEEL BEAM
D
38mm FURRING J
CHANNEL
STUCCO ON
METAL LATH
92mm METAL STUDS AT 406mm O.C.
STEEL BEAM
CONCRETE PAVEMENT,
REFER TO CIVIL
PT-4
PT-6
FINISHED FLOOR
TO CONCRETE
CAST-IN-PLACE CONCRETE
WALL, REFER TO STRUCTURAL
38mm FURRING HAT CHANNEL AT 600mm O.C.
38mm FURRING J
CHANNEL
STEEL CHANNEL
STEEL GIRT
STEEL GIRT
STEEL GIRT
INSULATED
PREFINISHED METAL
VERTICAL WALL PANEL
STEEL BEAM
CAST-IN-PLACE
CONCRETE FLOOR SLAB
ON GRADE, REFER TO
STRUCTURAL
CAST-IN-PLACE CONCRETE
GRADE BEAM, REFER TO
STRUCTURAL
PREFINISHED METAL
BASE TRIM
38mm FURRING J
CHANNEL
CONCRETE PAVEMENT,
REFER TO CIVIL
STEEL BEAM
92mm METAL STUDS AT 406mm O.C.
STUCCO ON
METAL LATH
A-502
A-502
STEEL FRAME
PREFINISHED METAL
RAKE TRIM
STEEL PURLIN
INSULATED
PREFINISHED
METAL ROOF PANEL
VA
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PT-4
PT-6
US ARMY CORPS
OF ENGINEERS
JAPAN ENGINEER DISTRICT
A
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Sheet Reference Number:
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B C D E F G H
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A1 Size 594mm x 841mm
P R
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A-302
M
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M
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FY
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M C
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VW
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W A
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S
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SCALE: 1 : 30
WALL SECTION1 SCALE: 1 : 30
WALL SECTION2 SCALE: 1 : 30
WALL SECTION3
SCALE - 1:30
0 1200600300 SCALE: 1 : 30
WALL SECTION4
SCALE - 1:30
0 1200600300
SCALE - 1:30
0 1200600300
SCALE - 1:30
0 1200600300
N O
D
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C
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AP
R
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7/
2/
TO
P
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VA
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CAST-IN-PLACE CONCRETE WALL
CONC. SLAB, FINISH AS
SCHEDULED
200mm REINFORCED
CONCRETE WALL
P1 AS NOTED ABOVE
TOP OF FULL HEIGHT CAST-IN-
PLACE CONCRETE WALL BRACED
TO STRUCTURAL, REFER TO
STRUCTURAL
STEEL PURLIN
ROOF PANEL
PARTITION TYPE
WATER FLOW
SNOW CLIP
CROSS MEMBER EXTRUSION
CLAMP (ALUM)
S.S. BOLT & WASHER
PREF STANDING SEAM MTL ROOF PANEL,
AS SPECIFIED
CL BATTEN
PREF STANDING SEAM
MTL ROOF PANEL, AS
SPECIFIED
SET SCREWCROSSMEMBE
R EXTRUSION
S.S. BOLT &
WASHER
CLAMP (ALUMINUM)
305mm DIA. SCHEDULE 80
GALV. STEEL PIPE FILLED
WITH CONCRETE AND
PAINTED
CONCRETE FOOTING,
BEYOND. PROVIDE 13mm
EXPANSION JOINT
MATERIAL & SEALANT,
TYP BETWEEN PIER
FOOTING AND
CONCRETE SLAB, TYP
R
EF
ER
P
LA
N
R
EF
ER
P
LA
N
INTERIOR
EXTERIOR
OVHD COILING
EXTERIOR DOOR
DIMENSION FROM INSIDE FACE OF
CONCRETE WALL, TYP
PLAN DETAIL
(F
IE
LD
V
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Y)
TY
P
TY
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(F
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EQ EQ
102mm x 51mm x 6mm STEEL ANGLE FLOOR BRACKET, INSTALL WITH 13mm
DIAMETER EPOXY ANCHOR BOLTS
WITH HILTI HY-150 OR EQUIV. LENGTH
OF ANCHOR BOLT PER
MANUFACTURER RECOMMENDATIONS.
51mm x 6mm STEEL BENT PLATE
WALL BRACKET.
BRACKET DEPTH
BRACKET WIDTH
13mm x 64mm STEEL FLAT BAR
SIDERAILS
25mm DIAMETER STEEL BAR LADDER
RUNGS WITH NON-SLIP SURFACE.
SURFACE TEXTURE SHALL BE
GRADE 2: MEDIUM. SURFACE TO BE
ANTI-SLIP CONSISTING OF A
RANDOM HATCH MATRIX. SURFACE
HARDNESS, ROCKWELL C SCALE,
ASTM E 140 AND E 284: MINIMUM OF
55. BOND STRENGTH, SURFACE TO
SUBSTRATE, ASTM C 633: MINIMUM
OF 4000 PSI. COEFFICIENT OF
FRICTION, ANTI-SLIP SURFACE:
MINIMUM OF 0.6.
6mm STEEL PLATE WALL BRACKET.
INSTALL WITH 13mm DIAMETER
EPOXY ANCHOR BOLTS WITH HILTI
HY-150 OR EQUIV. LENGTH OF
ANCHOR BOLT PER MANUFACTURER
RECOMMENDATIONS.
48mm OUTSIDE DIAMETER STEEL
PIPE RAILING
NOTE: ALL STEEL INDICATED SHALL BE
STAINLESS STEEL AS INDICATED BY
SPECIFICATIONS
STEEL PLATE
WALL
BRACKET
FLOOR
TRENCH DRAIN, REFER STRUCTURAL
TWIST LINK
COIL CHAIN
TWIST LINK
COIL CHAIN
SS TOE BOARD
A-501 25 25109
13mm DIAMETER EPOXY ANCHOR
BOLTS WITH HILTI HY-150 OR EQUIV.
LENGTH OF ANCHOR BOLT PER
MANUFACTURER
RECOMMENDATIONS..
A-501
GUTTER W/ ENDCAP
ENDS, RIVET AND SOLDER 300mm
FRONT 25mm LOWER THAN
BACK
90mm
25mm
COVER PLATE
@ EXP. JOINT
NOTE: THE COVER PLATE MUST NOT BE
INSTALLED IN SUCH A WAY THAT IT
RESTRICT MOVEMENT FROM THERMAL
EXPANSION AND CONTRACTION
M
IN
WATER FLOW
H x
0L (F
V)
CONT. 254 X 6mm STAINLESS STEEL
FLAT STOCK PLATE WITH SHOP
PUNCHED HOLES @ 305mm O.C., MIN 150mm MIN FROM EACH END, TYP
50 X 50 S.S. PLATE WASHERS @
EACH ANCHOR BOLT CONDITION.
PROVIDE ADDITIONAL PLATE
WASHERS FOR SPACER BETWEEN
CONCRETE AND PLATE AS SHOWN
NOTE: PROVIDE TWO (2)
PLATES, ONE EACH
SIDE OF FIXED LADDER
INSTALL WITH 13mm
DIAMETER EPOXY
ANCHOR BOLTS WITH
HILTI HY-150 OR
EQUIV. LENGTH OF
ANCHOR BOLT PER
MANUFACTURER
RECOMMENDATIONS.
WASH WATER STORAGE
US ARMY CORPS
OF ENGINEERS
JAPAN ENGINEER DISTRICT
A
D A
T E
D
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N
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B Y
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A W
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A P
A N
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F E
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S A
P O
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-5
Sheet Reference Number:
LE
ID
O S
E N
G
IN
E E
R
IN
G , L
LC
N
. B R
O A
D W
A Y
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5-
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B C D E F G H
S C
A
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D R
A W
IN
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A1 Size 594mm x 841mm
P R
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C T
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R /A
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IT
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N O
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JU
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As in di ca te d
A-501
M
AN
M
AN
LC
J
KA
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FY
1 3
M C
A
PN
VW
F
(V O
LU
M
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4)
M
IS
C E
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A
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A
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SCALE: NOT TO SCALE
SNOW AND ICE GUARD DETAIL1
SCALE: 1 : 20
BOLLARD DETAIL9 SCALE: 1 : 20
FIXED LADDER ELEVATION AND SECTION10
SCALE: NOT TO SCALE
TYP GUTTER EXP. JT.2
SCALE - 1:20
0 800400200
SCALE - 1:20
0 800400200
SCALE: 1 : 5
TYP SECT @ SS TOE BOARD4
SCALE - 1:5
0 20010050
N O
D
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C
R
IP
TI
O
N D
AT
E
AP
R
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A
7/
2/
GRID
38mm FURRING
HAT CHANNEL
INSULATED
PREFINISHED METAL
VERTICAL WALL PANEL
STEEL COLUMN
CAST-IN-PLACE
CONCRETE WALL
BASE ANGLE
PREFINISHED
METAL TRIM
375255
STUCCO OVER
METAL LATH OVER
METAL STUD
STEEL GIRT
INSULATED
PREFINISHED METAL
VERTICAL WALL PANEL
GRID
GRID
STEEL COLUMN
255 255
STUCCO OVER
METAL LATH OVER
METAL STUDS
GRID
38mm FURRING J
CHANNEL
INSULATED
PREFINISHED METAL
VERTICAL WALL
PANEL
CAST-IN-PLACE
CONCRETE WALL
PREFINISHED
METAL BASE TRIM
EXP JT BETWEEN
WALL AND CONCRETE
SLAB ON GRADE 25
EXP. JT. &
SEALANT, TYP
FINISH FLOOR
BACKER ROD &
SEALANT BEHIND
WALL PANEL
SYSTEM WEEPS
INTERIOR
GRID
STEEL CHANNEL
INSULATED
PREFINISHED METAL
VERTICAL WALL
PANEL
38mm FURRING
J CHANNEL
CAST-IN-PLACE
CONCRETE WALL
GRID
INSULATED PREFINISHED
METAL VERTICAL WALL PANEL
PREFINISHED METAL TRIM
STEEL PURLIN
INSULATED PREFINISHED
METAL ROOF PANEL
RAKE ANGLE
VARIES WITH
MBS MANUFACTURER PROFILES
VA
R
IE
S
W
IT
H M
BS
M
AN
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FA
C
TU
R
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P
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FI
LE
S
GRID
INSULATED PREFINISHED
METAL VERTICAL WALL
PANEL
PREFINISHED METAL TRIM
GUTTER ANGLE
STEEL EAVE STRUT
INSULATED PREFINISHED
METAL ROOF PANEL
GUTTER BRACKET
SUPPORT ANGLE
PREFINISHED METAL GUTTER
N .T
.S
150 N.T.S. VARIES
VA
R
IE
S
PREFI…
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