5.__Atch_4.a._Atch_Drawings_A12129_DPW_Shop_Bldg.pdf
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5. Atch 4.a. Atch Drawings A12129
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D c
B
A
5 4 3 2 1
A-12-129
CONSTRUCT DPW SHOP BUILDING
SCOPE OF WORK
CONSTRUCT NEW DPW MAINTENANCE SHOP FACILITY CONSISTING OF OFFICE SPACE FOR FIRE SUPPRESSION MAINTENANCE PERSONNEL
AND STORAGE SPACE FOR MATERILAS AND EQUIPMENT IN ACCORDANCE WITH UNIFIED FACILITIES CRITERIA ( UFC) 4-229-01 N, GENERAL MAINTENANCE FACILITIES, AND STATEMENT OF WORK (SOW) FORA-12-129, SECTION 0111 00, PARAGRAPH 1.1.
CAMP ZAMA
GENERAL NOTES
1. DAMAGED SURFACE CAUSED BY REMOVAL OR INSTALLATION WORK SHALL BE RESTORED TO MATCH EXISTING AT NO
ADDITIONAL COST TO THE GOVERNMENT.
2.1F NOT INDICATED OTHERWISE, ALL EXISTING OBJECTS, ACCESSORIES AND I OR FIXTURES ON EXISTING SURFACES SCHEDULED
FOR MODIFICATION SHALL BE REMOVED AND ADJUSTED PRIOR TO SUCH WORK AND REINSTALLED AFTER WORK COMPLETION.
3. THE CONTRACTOR SHALL BRING THE ATTENTION OF THE CONSTRUCTION INSPECTOR ANY DISCREPACIES BETWEEN THE DRAWINGS AND
EXISTING CONDITIONS OR UNFORSEEN DESIGN CONFLICTS ON THE SITE PRIOR TO PROCEEDING WORK.
PROVISION OF SHOP DRAWINGS TO RESOLVE CONFLICTS SHALL BE PROVIDED BY THE CONTRACTOR.
4. INDICATED DAMAGE TO EXISTING STRUCTURE AND UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE GOVERNMENT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL DIMENSION AND EXISTING CONDITIONS PRIOR TO
ACTUAL CONSTRUCTION WORK.
LOCATION MAP
(SAGAMIHARA CITY)
CITY BOUNDARY----
FOR SOUBUDAISHITA STATION
~ (ZAMA CITY)
GYOUKOU ROAD
SOU BUDAI SECONDARY SCHOOL
(SAGAMIHARA CITY) 1/2,000
0 THIS PROJECT _ _/
GATE-1
/,, ZAMA CITIZEN GYMNASIUM
I~ (ZAMA CITY)
FOR SOUBUDAIMAE STATION
T- 01
A- 01
M- 01
E- 01
LIST OF DRAWINGS
TITLE SHEET
NEW FLOOR PLAN, ELEVATIONS, SECTION AND FINISH SCHEDULES
MECHANICAL PLAN
EXISTING ELECTRICAL SITE LAYOUT AND NEW ELECTRICAL REQUIREMENT
ABBREVIATIONS
TARGET DESIGNATIONS
INDICATES DIRECTION OF ---;A,
CUTTING PLANE
SHEET NUMBER WHERE
SECTION IS TAKEN
LETTER INDICATES
BLDG. SECTION
SHEET NUMBER WHERE
SECTION IS DRAWN
BLDG SECTION
NUMBER INDICATES ELEVATION------._
SHEET NUMBER WHERE ELEVATION
IS TAKEN
SHEET NUMBER WHERE ELEVATION _ __/
IS DRAWN
ELEVATION
,----NUMBER INDICATES
WALL SECTION
4-.;,.:-¥=;~,SHEET NUMBER WHERE
SECTION IS DRAWN
'-----t-----'-:SHEET NUMBER WHERE
SECTION IS TAKEN
WALL SECTION
ETTER OR NUMBER INDICATES
BUILDING SECTION,
ELEVATIONS OR DETAILS
SHEET NUMBER WHERE DRAWN
HEET NUMBER WHERE TAKEN
TIT! E
CONCURRENCE
DETAil
DETAIL
DATE:
DATE:
DIRECTORATE OF PUBLIC
WORKS
UNITED STATES AAMY
GARRISON JAPAN
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PLACE
MATERIAL
FINISH
REMARKS
ROOM NAME
SHOP
A
OFFICE
REMARKS
5 4
I EXISTING ASPHALT PAVEMENT I
,------1 CONSTRUCT NEW FACILITY
ELECTRIC-POWER-OPERA TED
ROLLING SHUTTER DOOR
I NEW ASPHALT PAVEMENT I
3000 8625
. i r EXISTING STORM DRAIN MANHOLE
( 3,000 WIDTH X 3000 HEIGHT mm ) :0 rExiSTING ASPHALT PAVEMENT 1
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I NEW ASPHALT PAVEMENT I
I EXISTING SOIL I
11\ _L_
EXISTING TREE
( PINE, TRUNK DIAMETER : 450 mm )
FLOOR PLAN
SCALE 11100
EXTERIOR FINISH SCHEDULE
GL
I
CHAIN LINK WIRE FABRIC FENCE
WITH FRAME, 2,100 mm HEIGHT
WAINSCOT WALL *1 ROOF EAVES GUTTER AND *2 ROLLING SHUTTER DOOR *4 WINDOW AND LOUVER STRUCTURAL FRAME
DOWNSPOUTS *3 SWING DOOR AND WHEEL GUARD, ETC
REINFORCED CONCRETE PRECOATED STEEL SHEET PANEL, PRECOATED STEEL SHEET PANEL ( JIS G 3322 ), GUTTER : PLASTIC PRECOATED GALVANIZED IRON ALUMINUM STEEL
WIDE RIBBED SHAPE, 0.5 mm THK V-BEAM SHAPE, SEAMED TYPE, 0.8 mm THK, DOWNSPOUT : VINYL PIPE ( TYPE : VP)
GLASSFIBER INSULATION BACKING WITH CLEANOUT
JIS K 5663, TYPE-1 FACTORY FINISH FACTORY FINISH FACTORY FINISH JIS K 5572, TYPE-2
*1 ROOF PANEL SHALL BE THE FOLLOWINGS. (a) BACKING: 5 mm THK GLASSFIBER INSULATION OF 30 MINUTES FIRE PROOF {b) TRADE NAME: GL COLOR KIZASHI BY YODOGAWASEIKOUJYO CO., LTD OR APPROVED EQUAL
*2 ROLLING SHUTTER DOOR SHALL BE THE FOLLOWINGS. (a) TYPE: ELECTRIC-POWER-OPERATED HEAVYWEIGHT DOOR FOR GENERAL USE (b) SIZE: 3,000 mm WIDTH X 3,100 mm HEIGHT WITH 1.6 mm THK SLAT
(c) SAFETY DEVICE TO OBSTACLES BY PHOTOELECTRIC SENSOR AND SAFETY DEVICE TO SUDDEN DROP {d) STRENGTH FOR WIND PRESSURE: 1,800 Pa (e) MANUFACTURER: BUNKA SHUTTER CO., LTD OR APPROVED EQUAL
ELEVATION
SCALE 11200
ELEVATION
SCALE 1/200
'V GL
*3 SWING DOOR SHALL BE THE FOLLOWINGS. (a) TYPE : INSULATED HEAVY WEIGHT DOOR (b) SIZE: 915 mm WIDTH X 2, 100 mm HEIGHT X 45 mm DEPTH WITH 1.6 mm THK FACE PANEL (c) INSULATION : 40 mm THK, 32 kglm' GLASSFIBER (d) GLASS : INSULATING GLASS UNIT, FW6.8 + A6 + FL3
*4 WINDOW SHALL BE THE FOLLOWINGS. (a) GLASS: SEALED INSULATING GLASS UNIT, FL3 + A6 + FL3 (b) STRENGTH FOR WIND PRESSURE: 2,400 Pa
INTERIOR FINISH SCHEDULE
~E FLOOR BASEBOARD WAINSCOT *6 WALL *6 CEILING STRUCTURAL FRAME, ETC CEILING HEIGHT
MATERIAL REINFORCED CONCRETE VINYL COVE BASE FIBER REINFORCED CEMENT BOARD FIBER REINFORCED CEMENT BOARD STEEL FL + 4,150 mm
(TROWEL FINISH ) WITH GLASSFIBER INSULATION WITH GLASSFIBER INSULATION ( EAVES HEIGHT )
FINISH *5 EPOXY RESIN COATING JIS K 5663, TYPE-2 JIS K 5663, TYPE-2 JIS K 5572, TYPE-1
1.5 mm THK
MATERIAL VINYL COMPOSITION TILE VINYL COVE BASE GYPSUM BOARD GYPSUM BOARD 9 mm THK ACOUSTIC ROCKWOOL TILE STEEL FL + 2,500 mm
( SIZE : 2 X 303 X 303 mm ) ON 12.5 mm THK GYPSUM BOARD
FINISH JIS K 5663, TYPE-2 JIS K 5663, TYPE-2 JIS K 5572, TYPE-1
*5 EPOXY RESIN FLOOR COATING SHALL BE TRADE NAME "FEROCON" BY ABC SYOOKAI CO., L TO OR APPROVED EQUAL.
*6 APPLY GLASSFIBER INSULATION TO ROOF OR CEILING ( 24 kg/m3 , 250 mm THK) AND TO WALL ( 24 kglm3,150 mm THK ).
ELEVATION
SCALE 11200
WHEEL GUARD
ELEVATION
SCALE 1/200
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SECTION
SCALE 1/100
REQUIREMENTS OF ARCHITECTURAL I CIVIL WORK
(1) REMOVE EXISTING ASPHALT PAVEMENT AND CONCRETE FOUNDATION IN JOB SITE
(2) CONSTRUCT MAINTENANCE SHOP FACILITY WITH STEEL STRUCTURE, REINFORCED
CONCRETE FOUNDATION AND FOUNDATION GIRDER
(3) INSTALL ELECTRIC - POWER- OPERATED ROLLING SHUTTER DOOR, INCLUDING SAFETY DEVICE
(4) INSTALL CLEARSTORY WITH MANUAL CONTROL DEVICE
(OPENING :BY PUSH BUTTON, CLOSING : BY HANDLE )
(5) CONNECT STORM-WATER DRAIN PIPE TO EXISTING LINE
(6) CONSTRUCT OPEN STORAGE WITH CHAIN LINK WIRE FABRIC FENCE AND REINFORCED
CONCRETE FLOOR
(7) RESTORE EXISTING ASPHALT PAVEMENT AROUND NEW FACILITY, ADJUSTING LEVEL
AND SLOPE (MAX. 5%) OF EXISTING PAVEMENT, TO MATCH FLOOR LEVEL OF NEW FACILITY.
ABBREVIATIONS
FL : FLOOR LEVEL
GL : GROUND LEVEL
FW6.8 + A6 + FL3 : FIGURED WIRED GLASS, 6.8 mm THK +AIR SPACE 6 mm THK
+ FLOAT GLASS, 3 mm THK
THK: THICK OR THICKNESS
GRAPHIC SCALE
0 1 2
5~~~~------------~10 • I
1/100
10~------------~20 1/200
DIRECTORATE OF PUBLIC
WORKS
UNITED STATES ARMY
GARRISON JAPAN
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REQUIREMENTS OF MECHANICAL WORK
OFFICE
1. INSTALL AIR CONDITIONER
2. INSTALL VENTI LA TOR (HEAT RECOVERY TYPE)
SHOP AREA
1.1NSTALL VENTILATOR
STORAGE AREA
1.1NSTALL VENTILATOR
DESIGN DATA FOR A/C
ROOM TEMPERATURE 24 DEGREE C
OUTSIDE TEMPERATURE
SUMMER 35 DEGREE C
WINTER 0 DEGREE C
VENTILATION DATA:
ACCORDANCE WITH ASH RAE HAND BOOK
REQUIREMENTS OF MECHANICAL WORK
OFFICE, STORAGE AREA, STORAGE AREA
1. INSTALL WET SPRINKLER SYSTEM
2. INSTALL BACK FLOW PREVENTER
DESIGN DATA FOR SPRINKLER SYSTEM
ACCORDANCE WITH NFPA 13
4 3 l 10000 l 13000
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SHOP AREA ( 704 SF )
( CEILING HEIGHT : 3,800 )
OFFICE ( 502 SF )
(CEILING HEIGHT: 2,500)
D
_J__ ___ _ ----~0!~-----
INDOOR UNIT
+--------I
OUTDOOR UNIT _________o
SHOP AREA ( 704 SF )
(CEILING HEIGHT: 3,800)
OFFICE ( 502 SF )
(CEILING HEIGHT : 2,500)
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VENTILATOR
I BLDG. 6491
A/C INSTALLATION PLAN
SCALE 1/100
EXISTING ASPHALT PAVEMENT
BLDG. 649
EXISTING ASPHALT PAVEMENT
~ 1=-
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FIREALARMVALVE J m
BA~ FLOWPREVENlER ________ ~ __ ~XISTING WAlER_ ""'PIPE 200 ________________________________________ _
UG ~POC
WET SPRINKLER INSTALLATION PLAN
SCALE 1/100
LEGEND
-s- ----{X}-
--v11/l-
COLD WATER PIPE
SPRINKLER PIPE
GATE VALVE
BACK FLOW PREVENTER VALVE
GATE VALVE WITH VALVE BOX
ALARM VALVE
ABBREVIATION
POC POINT OF CONNECTION
UG UNDERGROUND
BLDG BUILDING
SF SQUARE FEET
POC POINT OF CONNECTION
GRAPHIC SCALE
DIRECTORATE OF PUBLIC
WORKS
UNITED STATES ARMY
GARRISON JAPAN
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A
REQUIREMENTS OF ELECTRICAL WORK
POWER DISTRIBUTION AND PROTECTION WORK :
1. NEW FACILITY BRANCH PANEL SHALL COVER ALL ELECTRICAL LOAD AND
ESTIMATED FUTURE LOAD IN THE FACILITY.
2. MODIFY EXST DIST PANEL "LM-1" FOR NEW BRANCH PANEL.
3. STEP-DOWN TRANSFORMER SHALL BE REQUIRED FOR 100VAC LOAD.
LIGHTING:
1. INTERIOR LIGHTING FIXTURES SHALL BE LED.
2. PROVIDE INTERIOR EMERGENCY LIGHTS.
3. EXTERIOR LIGHTING FIXTURES SHALL BE REQUIRED SAME AS BLDG 649 WI
PHOTOCELL.
4. A EXST FLOODLIGHT ON BLDG 649 SHALL BE REMOVED, AND NEW FLOODLIGHT
SHALL BE PROVIDED ON THE NEW FACILITY.
RECEPTACLES:
1. EACH RECEP SHALL BE DUPLEX TYPE.
2. CONTRACTOR SHALL DESIGN RECEP (100V ONLY) PLAN BASED ON THE FOLLOWING
ELECTRICAL EQUIPMENT:
-SHOP AREA: DRILLING MACHINE (1EA), GRINDER (1EA), FLOOR RECEP (4EA),
WALL RECEP (5EA),
-OFFICE AREA: REFRIGERATOR (2EA), MICROWAVE (1EA), ELECTRIC POT (1EA),
PC (2EA), WALL RECEP (3EA), NETWORK SWITCH (1EA)
-EXTERIOR: 120V WALL RECEP (SEA)
3. EXTERIOR RECEP SHALL BE PROTECTED BY ELCB.
WIRING WORK FOR MECHANICAL WORK:
1. PROVIDE NEW WIRING FOR NEW HVAC.
2. PROVIDE HVAC CONTROL FOR NEW HVAC IN THE FACILITY.
FIRE ALARM WORK:
1. PROVIDE NEW EXPANDED FIRE ALARM FROM EXST FACP.
ELECTRICAL ABBREVIATION ELECTRICAL LEGEND:
AC ASPHALT CONCRETE ------ UNDERGROUND WIRING
BLDG BUILDING (LOW VOLTAGE LINE)
co CONCRETE
COMM COMMUNICATION
DIST DISTRIBUTION
--·HV--· UNDERGROUND WIRING
(LOW VOLTAGE LINE)
[2S] CUBICLE TYPE SUBSTATION
EA EACH ~ DISTRIBUTION PANEL
ELCB EARTH LEAKAGE CIRCUIT (3 PHASE 4 WIRE 208 1120V)
BREAKER ~ FIRE ALARM CONTROL PANEL
ELEC ELECTRIC(AL)
EXST EXISTING
FACP FIRE ALARM CONTROL
PANEL
(P TYPE CLASS 110 CIRCUITS)
El TELEPHONE TERMINAL BOX (30P)
[::@ FLOODLIGHT (HIGH PRESSURE
FO FIBER OPTIC
FOPP FIBER OPTIC PATCH PANEL
GBIC GIGABIT INTERFACE
CONVERTER
SODIUM LAMP, 360W)
[8i] HAND HOLE
~ MANHOLE
ec CONCRETE UTILITY POLE
HH HANDHOLE(S)
LED LIGHT-EMITIING DIODE
PC PERSONNEL COMPUTER
PNL PANEL
RECEP RECEPTACLE(S)
TEL TELEPHONE
UGND UNDERGROUND
UTP UNSHIELDED TWISTED PAIR
WI WITH NEW FACILITY
GROUNDING WORK:
1. CONTRACTOR IS AVAILABLE TO USE EXISTING GROUNDING.
2. ALL NONCURRENT-CARRYING METAL PARTS OF EQUIPMENT (PULL BOX, CONDUIT,
HANDHOLE, ETC.) SHALL BE EFFECTIVELY BONDED TOGETHER.
COMMUNICATION WORK:
1. PROVIDE NEW UGND NETWORK FEEDER (12C "FO SINGLE MODE") WI MAXCELL INNER
DUCT FROM BLDG 696 TO NEW FACILITY.
2. PROVIDE NEW 19" FO PATCH PANEL, GBIC, BLADE AND THE ACCESSORIES IN BLDG 696
3. PROVIDE NEW SWITCH (BROCADE, 624P-POE). GBIC, FOPP, UTP PATCH PANEL AND
THE ACCESSORIES IN NEW WALL MOUNT 19" COMM CABINET IN NEW FACILITY.
4. MODIFY EXST TEL TERMINAL BOX "TC-M" FOR NEW COMM CABLING WORK.
5. EACH LAN CABLE SHALL BE CAT6.
6. 2 LAN OUTLETS ARE REQUIRED IN NEW OFFICE.
7. EACH LAN OUTLET SHALL BE DUPLEX TYPE, AND 2 CABLES ARE REQUIRED.
TELEPHONE WORK:
1. NEW TEL OUTLETS SHALL BE INSTALLED IN OFFICE AND SHOP AREA AS EXTENSION
PHONE.
2. NEW TELEPHONE OUTLETS SHALL BE "RJ-45" TYPE.
3. PROVIDE NEW 2 TEL CABLES IN NEW FACILITY. (NEWLY ASSIGNED TEL NUMBER IS
1 LINE)
4. PROVIDE NEW TEL WIRING FROM EXST TEL TERMINAL BOX "TC-M" TO NEW TEL
OUTLETS.
CATV WORK:
1. OPERATING INPUT LEVEL AT NEW CATV OUTLET SHALL BE MORE THAN 70 dB.
2. PROVIDE NEW CATV CABLE (7C-HFL) FROM EXST HANDHOLE (N0.692-2) TO NEW
CATV OUTLET IN NEW FACILITY, AND CONNECT THE CABLE TO EXST 2-PORT
DIRECTIONAL COUPLER IN THE HANDHOLE.
CIVIL WORK:
1. EXCAVATION AND BACKFILLING WORK SHALL BE REQUIRED FOR NEW UGND WIRING
OF POWER, FIRE ALARM, AND COMM WORK.
2. PROVIDE NEW HANDHOLES FOR NEW UGND WIRING.
"CB646"
!!:1!.
DD
4C-38sq "CV" IN VP40
AC
+El C , (N .646-4)
0.65-30P "CA" I
( TEL '
0.65-30P "CA" ~ AC \_ - - 1m:: - \ - - - - - _, l r- - - -
4C-38sq "CV" IN PE42 ~ __ - _______ 1 ! ~- ___ (N0.~61 •1 l _______ j ~6~46-Sl I
· 4C-38sq "CV" IN VP40 I
AC
EXST FLOODLIGHT
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EXTERIOR
OPEN
STORAGE
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'--------1 (NO. 661)
co co
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AC
AC S-10C-HFL
AC
AC
l!liTEL (N0.661)
AC
EXST 2-PORT DIRECTIONAL COUPLER
IN HANDHOLE
-s TO EXST HH _.---. NO.i92-2 • - (N0.692-1)
·- ~ , (COMM)
co
------- I co
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-~~~--~EC -- ---------
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• ~~~ - , (COMM)
fco~------------------------------ 100sq "6kV CVT" IN FEP100 (GL-600mm) l
TO EXST HH
(NO. 686)
D
I S-6941
S-10C-HFL 1
j, TO BLDG S-694
EXISTING ELECTRICAL SITE LAYOUT
SCALE 1/200
PROVIDE NEW FO FEEDER TO EXST
TELECOM CLOSET VIA NEW FO PATCH
PANEL.
CONNECTION WORK TO TELECOM
CLOSET WILL BE DONE BY 78TH SIGNAL.
GRAPHIC SCALE
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1/200
DIRECTORATE OF PUBLIC
WORKS
UNITED STATES ARMY
GARRISON JAPAN
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E-01 SHEET 4 of 4
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