TEMF_Drawing_(Volume_2_of_4).pdf
PDF 20 MB Posted
- Attached to
- Tactical Equipment Maintenance Facility Federal contract opportunity
- Solicitation number
- W912HV-17-B-0002
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Drawings (Volume 2 of 4)
View the file
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 | ||
| OneTime_Multiple_Access_Roster_USAG-J_Form_1529-1.pdf | ||
| TEMF_Drawing_(Volume_3_of_4).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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SCHEDULE OF DRAWINGS
SHEET
NO SHEET NAME REV
MI810 MISC SYSTEMS POINT CHARTS
MI811 MISC SYSTEMS POINT CHARTS
MI812 COMMUNICATION RISER LAYOUT
MI813 INSTALLATION DETAILS PAGE 1
MI814 INSTALLATION DETAILS PAGE 2
MI815 INSTALLATION DETAILS PAGE 3
MP101 MECHANICAL PIPING PLAN
MP102 MECHANICAL REFRIGERATION, FUEL OIL AND
CONDENSATE DRAINAGE PIPING PLAN
ELECTRICAL
E-001 LEGEND AND ABBREVIATIONS
ES101 ELECTRICAL SITE PLAN NORTH
ES102 ELECTRICAL SITE PLAN SOUTH
ES103 ELECTRICAL SITE PLAN WEST
ES501 SITE DETAILS
ES502 SITE DETAILS
ES503 SITE DETAILS
EG101 GROUNDING PLAN
EG102 LIGHTNING PROTECTION PLAN
EG501 GROUNDING & LIGHTNING PROTECTION DETAILS
EG502 GROUNDING & LIGHTNING PROTECTION DETAILS
EP101 POWER PLAN
EP102 EQUIPMENT POWER PLAN
EP401 ENLARGED POWER PLANS
EL101 LIGHTING PLAN
EL501 LIGHTING DETAILS
EL601 LIGHTING CONTROL DIAGRAMS
E-601 ONE-LINE DIAGRAM
E-602 PANEL SCHEDULES
E-603 PANEL SCHEDULES
E-604 PANEL SCHEDULES
E-605 PANEL SCHEDULES
E-606 PANEL SCHEDULES
TELECOMMUNICATIONS
T-001 TELECOMMUNICATIONS LEGEND AND ABBREVIATIONS
TS101 TELECOMMUNICATIONS SITE PLAN
TS102 TELECOMMUNICATIONS SITE PLAN
T-101 TELECOMMUNICATIONS UNDERFLOOR PLAN
T-102 TELECOMMUNICATIONS PLAN
T-401 TELECOMMUNICATIONS ENLARGED PLANS
T-402 TELECOMMUNICATIONS EQUIPMENT ROOM
ELEVATIONS
T-501 TELECOMMUNICATIONS DETAILS
T-502 TELECOMMUNICATIONS DETAILS
T-601 TELECOMMUNICATIONS ONE LINE DIAGRAMS AND
DETAILS
SECURITY
TY001 SECURITY LEGEND AND ABBREVIATIONS
TY101 SECURITY PLAN
TY401 SECURITY ENLARGED PLANS
TY501 SECURITY DETAILS
TY502 SECURITY DETAILS
TY601 SECURITY RISER DIAGRAMS
SHEET
NO SHEET NAME REV
I-501 SIGNAGE DETAILS
I-601 SIGNAGE AND ROOM FINISH SCHEDULES
FIRE PROTECTION
F-001 FIRE PROTECTION SYSTEM SYMBOLS AND LEGEND
FA101 FIRE ALARM & MNS FLOOR PLANS
FA601 FIRE ALARM & MNS RISER DIAGRAM AND MATRIX
FX101 FIRE SUPRESSION SYSTEM FLOOR PLAN
FX601 FIRE SUPRESSION SYSTEM DIAGRAM
PLUMBING
P-001 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS
LEGEND
P-101 SANITARY SEWER PLAN
P-102 PIPING PLAN
P-103 COMPRESSED AIR PLAN
P-104 ROOF PLUMBING PLAN
P-301 PLUMBING SECTIONS
P-302 PLUMBING SECTIONS
P-401 ENLARGED PLUMBING PLANS
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-503 PLUMBING DETAILS
P-504 PLUMBING DETAILS
P-505 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-602 AIR EQUIPMENT SCHEDULES
P-901 SANITARY SEWER ISOMETRIC DIAGRAM
P-902 PIPING ISOMETRIC DIAGRAM
P-903 COMPRESSED AIR ISOMETRIC DIAGRAM
MECHANICAL
M-001 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS
LEGEND
M-101 FOUNDATION HVAC PLAN
M-102 HVAC PLAN
M-301 HVAC SECTIONS
M-302 HVAC SECTIONS
M-401 ENLARGED MECHANICAL ROOM HVAC PLANS
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-601 HVAC SCHEDULES
M-602 HVAC SCHEDULES
M-701 HOT WATER FLOW SCHEMATIC
M-702 VRF SYSTEM PIPING AND WIRING DIAGRAMS
M-703 FUEL OIL DIAGRAM WITH DDC
MI801 LEGEND AND ABBREVIATIONS
MI802 ERV & FCU LAYOUT
MI803 SEQUENCE OF OPERATION
MI804 ERV & FCU POINT CHARTS
MI805 ACU LAYOUT
MI806 MAU LAYOUT
MI807 ACU & MAU POINT CHARTS
MI808 MISC SYSTEMS PAGE 1
MI809 MISC SYSTEMS PAGE 2
SHEET
NO SHEET NAME REV
GENERAL
G-000 COVER SHEET
GI001 LIFE SAFETY CODES ANALYSIS
GI101 LIFE SAFETY 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 FOUNDATION PLAN
S-102 LOWER ROOF FRAMING PLAN
S-103 HIGH ROOF FRAMING PLAN
S-201 WALL ELEVATIONS
S-202 WALL ELEVATIONS
S-203 SECTIONS
S-204 SECTIONS
S-301 SECTIONS
S-401 BEAM ELEVATIONS
S-402 PIT DETAILS
S-403 SECTIONS
S-404 PLAN, BEAM ELEVATIONS AND DETAIL
S-405 SECTIONS
S-406 SECTIONS
S-407 MISCELLANEOUS DETAILS
ARCHITECTURAL
A-001 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS
LEGEND
A-002 WALL TYPES
A-003 AIR BARRIER
A-101 ARCHITECTURAL FLOOR PLAN
A-102 FLOOR PLAN VIEW @ CLERESTORY ELEVATION
A-103 REFLECTED CEILING PLAN
A-104 ROOF PLAN
A-105 POL STORAGE AND HAZARDOUS WASTE STORAGE
BUILDINGS
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-310 WALL SECTIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-401 ENLARGED PLANS
A-402 MAINTENANCE PIT
A-403 INTERIOR ELEVATIONS
A-501 DETAILS
A-504 SECTION DETAILS
A-505 SECTION DETAILS
A-506 DOOR DETAILS
A-507 DOOR DETAILS
A-508 WINDOW DETAILS
A-510 MISC. DETAILS
A-511 CEILING DETAILS
A-601 DOOR AND WINDOW SCHEDULES
INTERIORS
I-101 FINISH PLAN
I-102 FURNITURE AND EQUIPMENT PLAN
I-103 SIGNAGE PLAN
I-104 SIGNAGE PLAN AND SCHEDULE - POL/HAZMAT
BUILDING
I-401 ENLARGED FLOOR PATTERN PLAN
I-402 ENLARGED FLOOR PATTERN PLAN AND TRANSITION
DETAILS
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
OF ENGINEERS
JAPAN ENGINEER DISTRICT
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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
C
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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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IWO JIMA
SHIKOKU
SASEBO NB
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KYUSHU
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
SA
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SAGAMI GENERAL DEPOT, JAPAN
FY13 MCA PN62663
A P
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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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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)
ASSEMBLY (A-3)
• TRAINING ROOM, LESS CONCENTRATED USE = 1.4 SM / PERSON
INDUSTRIAL
• GENERAL AND HIGH HAZARD INDUSTRIAL = 9.3 SM / PERSON
• STORAGE (S-1) = 46.5 SM / PERSON
BUSINESS (B) = 9.3 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: 915 MM NFPA 101 7.3.4.1 (2)
• MAXIMUM LEAF: 1220 MM MINIMUM NFPA 101 7.2.1.2.1.1(5)
• MINIMUM CORRIDOR WIDTH 1120 MM NFPA 101 12.2.3.8, 38.2.3.2
EGRESS ARRANGEMENT: NFPA TABLE A.7.6.1
MAXIMUM DISTANCE LIMITS, M
OCCUPANCY COMMON PATH DEAD END CORRIDOR TRAVEL DISTANCE
ASSEMBLY (A-3), SPRINKLERED 23/6.1* 6.1 76
INDUSTRIAL, SPRINKLERED 30 15 75
BUSINESS (B), SPRINKLERED 30 15 91
STORAGE (S-1), SPRINKLERED 30 30 122
* WHEN AREA SERVED HAS AN OCCUPANT LOAD OF 50 OR MORE PERSONS PER NFPA 101.
MINIMUM NUMBER OF EXITS REQUIRED: NFPA 101 7.4.1.1
FIRST FLOOR: TOTAL OCCUPANCY: 233:
NOT LESS THAN 2 EXITS REQUIRED NFPA 101 7.4.1.2 (1)
8 EXITS PROVIDED; ALL SPACES HAVE ACCESS TO ACTUAL DESIGN
2 EXITS OR SINGLE EXIT WITHIN COMMON PATH LIMIT.
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
ILLUMINATION OF MEANS OF EGRESS: NFPA 101 7.8.1.3
1. IN ASSEMBLY OCCUPANCIES, THE ILLUMINATION OF THE WALKING SURFACES OF EXIT ACCESS SHALL BE AT LEAST 0.2 FT- CANDLES (2.2 LUX) DURING PERIODS OF PERFORMANCES OR PROJECTIONS INVOLVING DIRECTED LIGHT.
2. THE MINIMUM ILLUMINATION REQUIREMENTS SHALL NOT APPLY WHERE OPERATIONS OR PROCESSES REQUIRE LOW LEVEL
LIGHTING.
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: 4A-60B-C DRY CHEMICAL EXTINGUISHER
BUILDING AREA CLASSIFICATION PER NFPA 10 ORDINARY (MODERATE) HAZARD.
MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER 23 M
MAXIMUM COVERAGE PER "4A 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.
INTERIOR FINISHES: NFPA 101
INTERIOR WALL AND CEILING FINISH MATERIALS:
CLASS A, B, OR C IN ALL SPACES 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.
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 MARCH 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 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 RECOMMENDED PRACTICE FOR 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 EQUIPMENT MAINTENANCE FACILITY (TEMF) WILL COMPLY WITH NFPA 30A DEFINED AS MINOR REPAIR GARAGE REQUIREMENTS AND 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:
IBC NFPA 101
• ASSEMBLY GROUP A-3:IBC 303.1 ASSEMBLY: NFPA 101 6.1.2
• BUSINESS GROUP B: IBC 304 NEW BUSINESS: NFPA 101 6.1.11
• MODERATE-HAZARD FACTORY
INDUSTRIAL GROUP F-1: IBC 306 INDUSTRIAL: NFPA 101 6.1.12
• MODERATE-HAZARD STORAGE
GROUP S-1: IBC 311 STORAGE: NFPA 1016.1.13.
FLUID DISTRIBUTION ROOM 118 IS EXPECTED TO STORE FLAMMABLE AND COMBUSTIBLE LIQUIDS. AMOUNTS OF STORED MATERIALS SHALL NOT EXCEED:
NFPA 30 TABLE 9.6.1.
F-1 / S-1 AREAS OFFICE / TRAINING AREAS
• FLAMMABLE IA: 230 L; 76 L.
• FLAMMABLE IA, IB AND IC COMBINED: 920 L; 76 L.
• COMBUSTIBLE LIQUIDS II: 920 L; 76 L.
• COMBUSTIBLE LIQUIDS IIIA: 2530 L; 459 L.
• COMBUSTIBLE LIQUIDS IIIB: NOT LIMITED. 908 L.
ACTUAL DESIGN: 5 (FIVE) 208 LITER (55 GAL) DRUMS OF CLASS IIIB COMBUSTIBLE LIQUIDS ARE EXPECTED TO BE STORED IN THE ROOM, AND ONLY ONE
CONTAINER HIGH.
BUILDING AREA LIMITATIONS:
A-3 OCCUPANCY, INDUSTRIAL F-1, STORAGE S-1, AND BUSINESS B: ONE STORY WITH 18.3 M SURROUNDED BLDG: AREA IS TO BE UNLIMITED: IBC 507.3; IBC 507.6
TOTAL BUILDING AREA PROVIDED: 1,672 SM (ACTUAL DESIGN). THE AREA OF THE BUILDING COMPLIES A-3 REQUIREMENTS.
ALLOWABLE BUILDING HEIGHT:
THE BASIC ALLOWABLE HEIGHT IS 16.8 M, AND MAXIMUM NUMBER OF STORIES: 2 IBC, TABLE 503.
THE BUILDING IS SINGLE-STORY AND WITH 10.8 M HIGH (ACTUAL DESIGN). THE HEIGHT AND NUMBER OF STORIES OF THE BUILDING COMPLIES A-3 REQUIREMENTS.
REQUIRED SEPARATION OF OCCUPANCIES:
NO SEPARATION IS REQUIRED BETWEEN NON-SEPARATED OCCUPANCIES: IBC 508.3.3
REQUIRED SEPARATION FROM HAZARDS:
1-HOUR SEPARATION IS REQUIRED BETWEEN SHOP AND A-3/B OCCUPANCIES: NFPA101 12.3.2.1.2(2)(B) AND 38.3.2.1 FIRE DAMPERS ARE NOT REQUIRED FOR DUCT HORIZONTALLY PENETRATING ONE-HR RATED FIRE WALL PER NFPA 90A 5.3.1.1.
2-HOUR SEPARATION IS REQUIRED BETWEEN FLUID DISTRIBUTION ROOM AND REST OF BUILDING: NFPA 30 TABLE 9.9.1.
FIRE DAMPERS ARE REQUIRED FOR DUCT HORIZONTALLY PENETRATING TWO-HR RATED FIRE WALL PER NFPA 90A 5.3.1.1.
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).
LIFE SAFETY CODE ANALYSIS
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
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C H
E C
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D B
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A P
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Sheet Reference Number:
LE
ID
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IN
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IN
G , L
LC
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A1 Size 594mm x 841mm
P R
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IN
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R /A
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N O
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C
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GI001
PQ
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PQ
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1 3
M C
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T E M
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LI
F
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A F
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N O
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C
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AP
R
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A
7/
2/
REF.
39.2 M (0.0 M)
24.6 M (0.0 M)
30.5 M (20.3 M)
195 MM
914 MM
115 MM
914 MM
115 MM
914 MM
165 MM
914 MM
155 MM
1828 MM
FEB
FEB
FEB
FEC
FEB
FEC
FEB FEB
FEB
FEB
FEBFEB 2
155 MM
914 MM
FEB
TELECOM ROOM
(NIPRNET)
JANITOR
TELECOM ROOM
(SIPRNET)
CORR.
BREAK, TRAINING AND
CONFERENCE ROOM
SHOWERS
WOMEN
MEN
WEAPONS VAULT
COMSEC VAULT
SHOWERS
CIRCULATION
ADMINISTRATION AND
SHOP CONTROL 2
ADMINISTRATION AND
SHOP CONTROL 1
TOOL BOX STORAGE
TOOL ROOM
114 FLUID DISTRIBUTION
VEHICLE CORRIDOR /
MAINTENANCE AREAS
TRAINING ROOM
CONSOLIDATED
BENCH REPAIR
NON-SENSITIVE
SECURE STORAGE
CORR.
COMBAT SPARES
113 ELECTRICAL
MECHANICAL
REPAIR BAYS
REPAIR BAYS
106A
CIRCULATION
1 2 3 4 5 6 7 8
B
C
D
110 MM
914 MM
110 MM
914 MM
A
CONTROL AREA 4
CONTROL AREA1
CONTROL AREA 2
CONTROL AREA 3
FIRE BARRIER - 1 HOUR FIRE RESISTANCE
RATING (NFPA 101 8.3.1)
FIRE BARRIER - 2 HOUR FIRE RESISTANCE
RATING (NFPA 101 8.3.1)
X = TRAVEL DISTANCES IN METER; Y =
COMMON PATH DISTANCES IN METER.
INDUSTRIAL (F-1) OCCUPANCY
INDUSTRIAL (NFPA 101) (NO HATCH)
ASSEMBLY (A-3) OCCUPANCY
ASSEMBLY(NFPA 101)
BUSINESS (B) OCCUPANCY
NEW BUSINESS (NFPA 101)
CLASS 1 DIV 2 (PIT)
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 (4A-60B-C)
FIRE EXTINGUISHER CABINET (FEC) FOR 10
LB DRY CHEM TYPE (4A-60B-C)
LIFE SAFETY LEGEND:
X M(Y M)
FEB
FEC
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.
SHEET KEYNOTES
FLAMMABLE COMBUSTIBLE LIQUIDS CONTROL AREA
SEPARATION: REQUIRES A 2-HOUR FIRE RESISTANCE
RATING TO SEPARATE WITH REST OF BUILDING PER NFPA
30.
PROVIDE 1-HOUR FIRE RESISTANCE RATING TO SEPARATE
WITH MAINTENANCE SHOP PER NFPA 101 12.3.2.1.2(2)(B) AND
38.3.2.1.
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
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E N
G
IN
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IS
T
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IC
T , J
A P
A N
C O
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F E
N G
IN
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E R
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P O
A P
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Sheet Reference Number:
LE
ID
O S
E N
G
IN
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R
IN
G , L
LC
N
. B R
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D W
A Y
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A1 Size 594mm x 841mm
P R
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C T
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G
IN
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R /A
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H
IT
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T
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N O
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LI
F
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A F
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LO
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LA
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SCALE: 1 : 100
LIFE SAFETY FLOOR PLAN1
PLAN
NORTH
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/
SCALE : NOT TO SCALE
5 RC DIKE AND THICKENED SLAB DETAIL
SCALE : NOT TO SCALE
150 12MM PREMOLDED ISOLATION
JOINT FILLER AND SEALANT
12MM PREMOLDED ISOLATION
JOINT FILLER AND SEALANT
(SEE MECHANICAL DRAWINGS)
EQUIPMENT PAD
CONCRETE WALL
20MM CHAMFER
D13@250 OC
EACH WAY
D13@250± OC
ALL AROUND
3-D13 ALL AROUND
150 300
12MM PREMOLDED ISOLATION
JOINT FILLER AND SEALANT
12MM PREMOLDED ISOLATION
JOINT FILLER AND SEALANT
RC PAVEMENT
D13@250 OC
EACH WAY
RC DIKE DETAIL
THICKENED SLAB DETAIL
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
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
A L
D
E 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
L E
I D
O S
G
I N
E E
R I N
G
L
L C
B
R O
A D
W A
Y
S
U I T
E
O K
L A
H O
M
I 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
LY
JU
LY
JU
L 2
1:25
0 0.5 1.0 2.5M1.5 2.0
GRAPHIC SCALE
1 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
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
450 450
1,8
450 900 450
1,800
900 900
PILE CAP PLAN DETAIL, ( PC1 )
SCALE 1:25
10-D25@200 OC
ELEVATION / SECTION
PLAN
1,800
900 450
450 450
5-D19@200 OC
1,2
1,1
450 900 450
1,2
1,1
10-D19@200 OC
PLAN
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
5- D2
5@
0 O C
5- D1
9@
0 O C
-D
0 O
C
SCALE 1:25
TYPICAL SLAB ON GRADE
WAINSCOT (WS) DETAILS
SCALE 1:25
90 H
SLAB CONTROL JOINT, ( CNJ )
0.2 5H
757550 12
300 300
PILE CAP PLAN DETAIL, ( PC2 )
SCALE 1:25
PILE CAP PLAN DETAIL, ( PC3 )
SCALE 1:25
ELEVATION / SECTION
SCALE 1:25
ELEVATION / SECTION
SCALE 1:25
1,5
2,3
BOLLARD DETAIL
SCALE 1:25
C
LR
200 WIDTH 200
DE
PT
H
TRENCH DETAIL
SCALE 1:25
0 60
S2, 150 MM THICK
S1, 250 MM THICK
ANCHOR DETAIL
SLAB CONSTRUCTION JOINT, ( CJ )
H
PEDESTAL DETAILS
SCALE 1:25
SECTION OF P2
2,4
; 1 ,20
0;
S-003
M I S
C E
L L A
N E
O U
S
T
Y P
I C
A L
D
E T
A I L S
0.2 5H
SCALE 1:25 SCALE 1:25
52 6 7
650750
425 325
325325
A
SECTION - P1A SECTION - P1B
5±
D
1 8 2 TO 7
0 25
300 400
TYPICAL ELEVATION - "A"
750 (P1A/P1B) 700(P2)
25 LE
VE
LIN
G
GR
OU
T
200200
B C
1 8
900 900
0A
D
A D
B
C
450 900 450
1,2
1,1
L E
I D
G
I N
E E
R I N
G
L
L C
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
LY
JU
LY
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 TYPICAL WALL BRACE
SCALE : NOT TO SCALE
2 TYPICAL ROOF BRACE
SCALE : NOT TO SCALE
TYPICAL WALL BRACE ELEVATION
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
NOTES:
TYPICAL ROOF BRACE PLAN
NOTES:
L E
I D
G
I N
E E
R I N
G
L
L C
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
LY
JU
LY
JU
L 2
1:25
0 0.5 1.0 2.5M1.5 2.0
GRAPHIC SCALE
8 OPERABLE WALL SUPPORT BETWEEN GRIDS C AND D
SCALE 1:50
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
0±
0±
0±
0±
50 50
0±
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
ELEVATION
SECTION
50 50
4 DETAIL
SCALE 1:25
5 DETAIL
SCALE 1:25
7 DETAIL
SCALE 1:25
6 DETAIL
SCALE 1:25
5210 5210
1:50
0 1.0 2.0 5M3.0 4.0
7 8
200200
PROVIDE 5MM GAP
S-005
D E
T A
I L S
3A BENT PLATE DETAIL
NOT TO SCALE
150(TYP)
PROVIDE 5MM GAP PROVIDE 5MM GAP
PROVIDE 5MM GAP
50 50100
2±
6±
NOTES:
L E
I D
G
I N
E E
R I N
G
L
L C
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
LY
JU
LY
JU
L 2
PLAN
NORTH
9,4
,60
9,4
9,668 9,524 2,762 6,422 8,133 8,267 10,420
D
A
B
C
1 2 3 4 5 6 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
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
1 FOUNDATION PLAN
SCALE 1:100
10 M5420 1
GRAPHIC SCALE
1:100
1,078 7,315
1,275 1,411
7,315 1,773 1,026
17,173
1,858
1,940 4,861 3,059 1,940 3,089 425
7,0
1,0
1,2
1,2
1,2
2,1
1,0
1,2
1,9
1,9
1,2
1,0
3,8
6,2
3,4
1,986 3,048 1,571
1,373 1,625
2,206 4,286 1,026 1,8841,2387,966 1,200 10,555
1,238 2,597 1,026 2,574 1,026 974 1,026
3,278 1,016 8,742 1,026 7,741
1,4
1,8
2,4
1,0
1,8
1,2
1,8
2,4
1,0
1,8
1,7
8,0
1,026
7,3
1,6
7,9
1,5
1,1
1,078 7,315 7,315 1,026 1,026 16,525 1,026 1,845
6,8
1,9
5 10
7,3
1,0
4,7
15,858 3,706
2,686
1,6
1,0
2,686 1,773 13,582
2,2
8,0852,998
1,7
1,0
1,8
1,0
2,1
1,940
1,580 1,2593,048 507 4,757 3,0484,735 1,234
,00
450 450
1,0
631 893
1,5
1,6
206 1,318
1,5
1,524 1,524 1,078
1,3
1,3
6,2
1,0
505 5,088
2,7
SL
OP
E
DO
W N
SL
OP
E
DO
W N
SL
OP
E
DO
W N
SL
OP
E
DO
W N
SL
OP
E
DO
W N
SL
OP
E
DO
W N
SL
OP
E
DO
W N
SL
OP
E
DO
W N
4,890
1,5
1,1
1,524 1,524
1,4
1,580
425 425
7,9
4,890
815 335
SLOPE
DOWN
SLOPE
DOWN
162 914
1,930 1,045
1,2
208 1,524
2,1
584 1,524 292
2,1
450 560
4,134 5,210 5,2103,211 3,211 4,067
4,7
4,7
3,211
4,134
4,7
1,620
2,4
600 600
S-101
F O
U N
D A
T I O
N
P
L A
N
1,986 787
1,5
1,5
1,5
1,5
1,5
1,4
56,046
391 429
238 238
1,166
EXTERIOR FACE
OF METAL PANEL
21,0
0 30
2,132 762
6,600 1,173
2,3
2,230600 600
3,430
2,9 16 105
VERIFY
VE
RI
FY
1,5
1,5
4,7
1,5
1,1001,400
1,100 1,400
L E
I D
G
I N
E E
R I N
G
L
L C
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
LY
JU
LY
JU
L 2
1 LOWER ROOF FRAMING PLAN
SCALE 1:100
10 M5420 1
GRAPHIC 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
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
D
A
B
C
1 2 3 4 5 6 7 8
,55
9,4
,60
9,4
4,8
4,9
4,7
4,7
4,8
1,2
1,2
3,0
10,734 192
4,9
PLAN
NORTH
S-102
L O
W E
R
R
O O
F
F
R A
M I N
G
P
L A
N
9,668 9,524 2,762 6,422 8,133 8,267 10,420
52555,196
4,066 4,067 4,134 4,133 5,210 5,2103,211 3,211
2,5
2,230
2,840
1,400
JU
LY
JU
LY
L E
I D
G
I N
E E
R I N
G
L
L C
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 HIGH ROOF FRAMING PLAN
10 M5420 1
GRAPHIC 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
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
D
A
B
C
1 2 3 4 5 6 7 8
55,196
9,668
4,762 4,762 2,762
9,524 6,422 8,133 8,267 10,420
,55
9,4
,60
9,4
4,9
4,9
4,7
4,7
4,9
4,9
4,834 4,834
PLAN
NORTH
S-103
H I G
H
R
O O
F
F
R A
M I N
G
P
L A
N
2,762
L E
I D
G
I N
E E
R I N
G
L
L C
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
LY
JU
LY
JU
L 2
2 WALL ELEVATION AT GRID A
10 M5420 1
GRAPHIC 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
1 WALL ELEVATION AT GRID D
SCALE 1:100
6,7
2,2
2,4
2,1
,58
1,8
1,9
2,5
2,0
2,2
1,2
55,196
9,668 9,524 2,762 6,422 8,133 8,267 10,420
1 2 3 4 5 6 7 8
6,7
2,2
4,5
1,2
,58
1,8
1,9
2,5
2,0
2,2
1,2
55,196
9,6689,5242,7626,4228,1338,26710,420
12345678
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
BRACES ( ROUND BARS ) BRACES ( TEES OR ANGLES )
BRACES ( ROUND BARS ) BRACES ( ROUND BARS )BRACES (TEES OR ANGLES)BRACES (TEES OR ANGLES)BRACES (TEES OR ANGLES)
BRACES ( TEES OR ANGLES )
0±
0±
1,2
1,5
2,0
1,2 002,0
S-201
W A
L L
E
L E
V A
T I O
N S
1,2
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
LY
JU
LY
JU
L 2
1 WALL ELEVATION AT GRID 1
2 WALL ELEVATION AT GRID 8
SCALE 1:100
ABCD
6,7
2,1
2,2
2,4
9,47510,6009,475
2 WALL ELEVATION AT GRID 8
SCALE 1:100
10 M5420 1
GRAPHIC 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
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
6,7
2,2
1,2
AA
3,000
300 1,200 1,500
3 CANOPY SECTION AT GRID A
SCALE 1:100
0±
S-202
W A
L L
E
L E
V A
T I O
N S
4,2
1,2
A B C D
,58
0 2,1
1,8
2,2
2,4
9,475 10,600 9,475
4,2
1,2
1,9
A B C D
9,475 10,600 9,475
0±
4 ENTRANCE CANOPY SECTION
SCALE 1:100
2,230 600
2,230 305
3,0
1,0
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
LY
JU
LY
JU
L 2
1 ELEVATION AT GRID 4
10 M5420 1
GRAPHIC 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
A B C D
,58
5,5
2,3
1,2
9,475 10,600 9,475
1,4
2,0
1,2
2,2
1,1
2,2
Ld
Ld
3 TYPICAL WALL (W1) DETAILS
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
4 ENTRANCE CANOPY FOOTING, FTG1
SCALE 1:25
1,0
600MMØ
4 E
QU
AL
S
PA
CE
S D1
0 T
IE
S
1:25
0 0.5 1.0 2.5M1.5 2.0 S-203
S E
C T
I O
N S
SEE FLOOR PLAN
SE
E
FL
OO
R
PL
AN
5 DEPRESSED SLAB
SCALE 1:25
SCALE 1:25
2,2
2 CRANE DETAIL
SCALE 1:100
6,0
A B C DA B C D
9,475 10,600 9,475
,58
2,0
6 DETAIL
SCALE 1:25
DA DD
6,4
2001,000
1,000 200
7 DETAIL
SCALE 1:25
DA DD
900300
175±
100±
6,5
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
LY
JU
LY
JU
L 2
10 M5420 1
GRAPHIC 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
SCALE 1:100
1 SECTION
SCALE 1:100
9,670 9,524 2,762 8,133 8,267 10,420
2 3 4 5 6 7
6,422
2,2 003,0
2 SECTION
SCALE 1:100
9,670 9,524 2,762 10,420
2 3 4 5 6 7
6,422
1,5
( V
AR
IE
S
1,2
( V
AR
IE
S
1,2
( V
AR
IE
S
2,0
1,2
( V
AR
IE
S
1,2
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
S-204
S E
C T
I O
N S
1,2
1,2
1,2
1,2 00 2,2
2,2
2,2
2,2
2,2
8,133 8,267
2,0
2,0
2,0
3,0
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
LY
JU
LY
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
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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 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
1:25
0 0.5 1.0 2.5M1.5 2.0
GRAPHIC SCALE1 SECTION
SCALE 1:25
2 SECTION
SCALE 1:25
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
1,2
2,0
1,2
D
A
1,2
2,0
1,2
5,5
6,7
D
A
2,0
S-301
S E
C T
I O
N S
200200
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
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 BEAM ELEVATIONS
SCALE 1:50
1:50
0 1.0 2.0 5M3.0 4.0
GRAPHIC SCALE
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
1,2
1 2 3 4
58 7
REST @ 250 OC (MAX)
D C
2,0
1,2
REST @ 250 OC (MAX)
REST @ 250 OC (MAX) REST @ 250 OC (MAX)
REST @ 250 OC (MAX)
2,0
1,2
1 2 3 4 58 7
REST @ 250 OC (MAX) REST @ 250 OC (MAX)REST @ 250 OC (MAX)
1,2
2,0
1,2
REST @ 250 OC (MAX)
A BD C
40050 400 50 40050
400 50 40050 400 50 40050 400 50 40050 400 50 40050
40050 400 50 40050400 5040050 400 50 40050 400 50 40050
A
40050
5 6
1,2
A
REST @ 250 OC (MAX)40050 400 50
BA
380 225
2,0
S-401
B E
L E
V A
T I O
N S
400 50
1,6
REST @ 250 OC (MAX)
A BD CA
40050 400 50
8 7
2,0
1,2
REST @ 250 OC (MAX)
A BD CA
40050 400 50
1,2
1,2
2,0
1,2
1,5
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
1:25
0 0.5 1.0 2.5M1.5 2.0
GRAPHIC SCALE
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
1,0
4001,8004001,8004001,500
1,5007001,8004001,800
1,829
12,200
1,800 400 1,800 400 1,500
500 1,829 500
700 1,800 400 1,800 650650
300 300
1 PLAN OF MAINTENANCE PIT
SCALE 1:25
2,329 2,329
16,858
1,7
1,3
1,200
1,5
531531
5,405 1,496 4045,4051,496404
1,0
2 SECTION
SCALE 1:25
S-402
P
T
A I L S
2,0
1,0
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
LY
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
1:25
0 0.5 1.0 2.5M1.5 2.0
GRAPHIC SCALE
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
500 1,076 500
1,3
1,9
1 SECTION
SCALE 1:25
2 SECTION
SCALE 1:25
VA
RI
ES
1,5
2,5
1,076 500
50 50
VA
RI
ES
VA
RI
ES
500 1,076 700 300
2,576
3 SECTION
SCALE 1:25
1,3
S-403
S E
C T
I O
N S
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
LY
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
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
1:50
0 1.0 2.0 5.0M3.0 4.0
GRAPHIC SCALE
6 7
7,608
5,720 2,475
3,0
3,0
6,3
6 7
C
4,721 3,474
6598,195
0 1.0 2.0 3.01 PIPE PIT FRAMING PLAN, EL = 0.00
SCALE 1:50
2 PIPE PIT FRAMING PLAN, EL = -1,500
SCALE 1:50
50 23-D13@250±OC = 5,470 50 10- D13@250± = 2,22550 50
-D 0±
2, -D 0±
2, 50 19-D13@250±OC = 4,421 50 14-D13@250±OC = 3,17450
6,5 506,3
-D 0±
6, C
6 7
C
C
50 400 REST@300 OC (MAX) 400 50
50 400 REST@300 OC (MAX) 400 50
50 400 REST@300 OC (MAX) 400 50
S-404
P L
A N
B
E A
M
E
L E
V A
T I O
T
A I L
8,195200 200
6,3
2,132 762
2,7
1,2
REST @ 250 OC (MAX)
40050 400 50
1,5
REST @ 250 OC (MAX)
40050 400 50
3,2
D
5,301
3 BEAM ELEVATION
SCALE 1:50
2,7
1,2
1,5
300 200 200200
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
1:25
0 0.5 1.0 2.5M1.5 2.0
GRAPHIC SCALE
1 SECTION
SCALE 1:25
2 SECTION
SCALE 1:25
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
D
C
PIPE
CHASE
7-
D1 3@
0 O
C
7-
D1 3@
0 O
C
6 7
1,3
7- D1
3@
0 O C
7-
D1 3@
0 O
C
200 200
S-405
S E
C T
I O
N S
200200
1,5
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
US ARMY CORPS OF ENGINEERS
JAPAN ENGINEER DISTRICT
3,8
1,3
1,2
20025
2,1
D13@225± OC VERT BARS= 6100
1,173360
6,600
5 6
A
B
1 FRAMING PLAN - WEAPONS / COMSEC VAULT, ELEVATION = +3,860
SCALE 1:50
50 D13@225±OC = 6,100
D1 3@
5±
4, 9,6
5 6
B
A
2 WALL ELEVATION
SCALE 1:50
D13@225± OC VERT BARS = 4,400
3 WALL ELEVATION
SCALE 1:50
6,600
1,7
50D13@225± OC VERT BARS = 4,400
4,500 200 4,500 200200
D1 3@
5±
O C
HO
RT
B
AR
S
3,8
1,6
3,6
D1
3@ 5±
O C
HO
RT
B
AR
S
4 WALL SECTION
SCALE 1:25
360 6,600 1,173
200 200
3,6
1,6
D1 3@
5±
4, 1,173360 6,600
1:25
0 0.5 1.0 2.5M1.5 2.0
GRAPHIC SCALE
1:50
0 1.0 2.0 5M3.0 4.0
1,2
1,0
1,2
1,0
50 50
2,2
1,2
1,5
2,2
1,1
1,165 4,270 1,165
S-406
S E
C T
I O
N S
3,8
114 MAX TYP
4 M
AX
T
YP
114 MAX TYP
4 M
AX
T
YP
JU
LY
JU
LY
225±
225±
5± 16
5±
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
S-407
M I S
C E
L L A
N E
O U
S
D
E T
A I L S
1 FOUNDATION PLAN
SCALE 1:50
2 ELEVATION
SCALE 1:50
1,0
1,1
1,1
1,0
3 SECTION
SCALE 1:50
4 SECTION
SCALE 1:50
457 150
5 SECTION
SCALE 1:25
1:25
0 0.5 1.0 2.5M1.5 2.0
262±
250 (MIN)
203 6,000 3,048 6,000711 203711
464 900 2,100 900 900 1,074 1,074 900 900 2,100 900 4642,100 2,100
5,0
3,6
1,825
457150
457 150 303
3,969
1,1
1,0
5,029
1,0
1,1
4,119
5,029
240±
3,5
16,878
50 100 100 50
1,825 1,825 1,825
4,219 4,219 4,219 4,221
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
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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
LY
JU
LY
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:
1t
Room name
101 ROOM NUMBER REFERENCE
KEY NOTE REFERENCE
PARTITION TYPE REFERENCE
DOOR NUMBER REFERENCE
WINDOW REFERENCE
SPOT ELEVATION TAG
1i
DESIGNATES 1HR RATED PARTITION
DESIGNATES 2HR RATED PARTITION
EQ EQ
M
AX
FINISH FACE
OF SIDE WALL
ACCESSIBLE WATER
CLOSET FRONT
ELEVATION
STANDARD WATER
CLOSET FRONT
ELEVATION
ACCESSIBLE
URINAL SIDE
ELEVATION
ACCESSIBLE
WALL MOUNTED
SOAP
DISPENSER
ACCESSIBLE WALL
MOUNTED PAPER TOWEL
DISPENSER/ WASTE
RECEPTACLE COMBO
ACCESSIBLE
SANITARY
NAPKIN
DISPOSAL
ACCESSIBLE
MIRROR FRONT
ELEVATION
FINISH FACE
OF SIDE WALL
MAX.
ACCESSIBLE WATER CLOSET
SIDE ELEVATION
MAX.
M
IN
- 9
ACCESSIBLE
LAVATORY
FRONT
ELEVATION
FINISH FACE
OF BACK WALL
STANDARD
WATER CLOSET
SIDE ELEVATION
FINISH FACE
OF BACK WALL FINISH FACE
OF BACK WALL
BO
TT
O M
O F
R
EF
LE
C
TI
VE
SU
R
FA
C
E
C
EN
TE
R
L
IN
E O
F D
IS
PE
N
SE
R
C
EN
TE
R
L
IN
E O
F C
O N
TR
O
LS
TOILET TISSUE
DISPENSER
TOILET TISSUE
DISPENSER
TO
P
O F
AC
C
NOTE:
INSULATE ALL EXPOSED PIPES UNDER LAVATORIES IN
ACCORDANCE WITH ANSI, ADA & ABA STANDARDS.
TYPICAL FIXTURE & ACCESSORY MOUNTING HEIGHT LEGEND
M
AX
180-230
GRAB BARSGRAB BAR
M
IN
180-230
M
AX
2' -4
" M
IN
M
AX
TO
P
O F
R
EC
EP
TA
C
LE
ACCESSIBLE WALL
MOUNTED WASTE
RECEPTACLE
STANDARD
HAT/COAT/ROBE
HOOK
TO
P
O F
AC
C
M
AX
ACCESSIBLE
SANITARY
NAPKIN/TAMPON
VENDOR
C O
IN
S
LO
T S
M
AX
FIRE EXTINGUISHER
CABINET AND/OR
BRACKET
ACCESSIBLE/STANDARD
ELECTRIC WATER
COOLER (EWC) FRONT
ELEVATION
C
EN
TE
R
L
IN
E O
F
EX
TI
N
G U
IS
H
ER
O
PE
R
AT
IN
G H
AN
D
LE
TO
P
O F
SP
O
U T
O U
TL
ET
FULL HEIGHT
MIRROR
TO
P
O F
AC
C
UTILITY SHELF W/
MOP/BROOM
HOLDER
SHOWER CURTAIN
ROD
SH
O
W
ER
H
EA
D
M
AX
AD
A)
M
IN
M
AX
M
AX
M
IN
ACCESSIBLE
SHELF
(WOMEN'S TOILET
ROOM ONLY)
M
IN
SOAP DISH
M
AX
TOILET SEAT COVER
DISPENSER
991-1042
1-
1-
M
IN
GRAB BARS
FOLDING
SHOWER SEAT
TRANSFER-TYPE
SHOWER
TRANSFER-TYPE
SHOWER-CONTROL
WALL
SHOWER CONTROLS
M
AX
M
IN
MAX
MAX
8-
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Sheet Reference Number:
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SLOTTED SLIP TRACK
ALLOW FOR 40mm
DEFLECTION
SOUND ATTENUATION
BATT INSULATION
150mm MTL STUDS @ 303mm O.C., TYP
CONC. SLAB, FINISH AS
SCHEDULED
CONT. SEALANT EACH SIDE
(ACOUSTICAL @ A&B)
WALL BASE, AS
SCHEDULED
15mm GWB EACH SIDE, FINISH
MATERIAL, AS SCHEDULED
AND GENERAL NOTE 8.
CEILING, AS
SCHEDULED
CONT. SEALANT EA. SIDE
ROOF DECK, ABOVE
SLOTTED SLIP TRACK
ALLOW FOR 40mm
DEFLECTION
SOUND ATTENUATION
BATT INSULATION
92mm MTL STUDS @ 303mm O.C., TYP
CONC. SLAB, FINISH AS
SCHEDULED
CONT. SEALANT EACH
SIDE
WALL BASE, AS
SCHEDULED
15mm GWB EACH SIDE, FINISH
MATERIAL AS SCHEDULED
AND GENERAL NOTE 8.
CEILING, AS
SCHEDULED
CONT. SEALANT EA. SIDE
ROOF DECK, ABOVE
1A
STC RATED WALL ASSEMBLY ONLY
1E
2B
STC RATED WALL ASSEMBLY ONLY
2A NON STC GYPSUM WALL BOARD ASSEMBLY NON STC FURRED GYPSUM WALL BOARD ASSEMBLY NON STC CHASE WALL ASSEMBLY
SLOTTED SLIP TRACK
ALLOW FOR 40mm
DEFLECTION
SOUND ATTENUATION
BATT INSULATION
65mm MTL STUDS @ 303mm O.C., TYP
CONC. SLAB, FINISH AS
SCHEDULED
CONT. SEALANT
WALL BASE, AS
SCHEDULED
15mm GWB THIS SIDE, FINISH MATERIAL AS
SCHEDULED AND
GENERAL NOTE 8.
CEILING, AS
SCHEDULED
CONT. SEALANT
ROOF DECK, ABOVE
6BSTC RATED WALL ASSEMBLY ONLY
CEILING, AS
SCHEDULED
m m
A .F
.F
SLOTTED SLIP TRACK
ALLOW FOR 40mm
DEFLECTION
65mm MTL STUDS @ 303mm O.C., TYP
ROOF DECK, ABOVE
15mm GWB USED AS
BRACE
SOUND ATTENUATION
BATT INSULATION
15mm CEMENTITIOUS
BACKER EACH SIDE,
FINISH MATERIAL AS
SCHEDULED AND
GENERAL NOTE 8.
15mm MR GWB CEILING, AS SCHEDULED
ROOF DECK, ABOVE
CONC. SLAB, FINISH AS
SCHEDULED
WALL BASE, AS
SCHEDULED
200mm REINFORCED
CONCRETE WALL
CEILING, AS
SCHEDULED
SOUND ATTENUATION
BATT INSULATION 6B ONLY
6B 6C
150mm MTL STUDS @ 303mm O.C., ONLY @ 6B 6C
NOTE: PROVIDE 600 X 600mm LOCKABLE
ACCESS PANEL FOR ACCESS ABOVE
CONCRETE VAULT RE: 2/A-401
15mm GWB EACH SIDE, FINISH
MATERIAL, AS SCHEDULED
AND GENERAL NOTE 8. 6B 6C
REINFORCED CONCRETE VAULT
CONC. SLAB, FINISH AS
SCHEDULED
GRIND SMOOTH AND PAINT, TYP
CONC. SLAB, FINISH AS
SCHEDULED
WALL BASE, AS
SCHEDULED
1 AS NOTED ABOVE
1A STC 42 RATED WALL ASSEMBLY,
PROVIDE STC RATED GWB CLOSURE
@ ROOF TO PREVENT FLANKING SOUND
TRANSMISSION LOSS
1B 2-HOUR FIRE RESISTIVE ASSEMBLY
*NOTE BELOW
1C 1-HOUR FIRE RESISTIVE ASSEMBLY
*NOTE BELOW
1E 3050mm PARTIAL HEIGHT WALL, STC 42 RATED WALL ASSEMBLY (2B)
TOP OF CONC. WALL TO ROOF ABOVE.
1F 1525mm PARTIAL HEIGHT WALL
SOUND ATTENUATION
BATT INSULATION
150mm MTL STUDS @ 303mm O.C., TYP
15mm GWB, EACH SIDE
2 AS NOTED ABOVE
2A 15mm MOISTURE RESISTANT GWB ON WET SIDE, 15mm GWB ON DRY SIDE
STC 42 RATED WALL ASSEMBLY.
2B STC 42 RATED WALL ASSEMBLY.
2C 15mm IMPACT RESISTANT GWB, EACH SIDE
2D 15mm MOISTURE RESISTANT GWB,…
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