App._I_-_Guard_House_(Elect)_-_FP07a.pdf
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- Renovation of Regional Training Center, (RTC) Jalalabad Female Compound Nangarhar Province, Afghanistan
- Solicitation number
- W5J9JE-15-R-0018
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Appendix I
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SECTION/DETAIL CROSS REFERENCING CONVENTIONS
SCHEDULE OF DRAWINGS
NO
SHEET
NO
REFERENCE
SHEET
DESCRIPTION
STATUS
REV
SECTION IDENTIFICATION NUMBER
SECTION IS DRAWN
NUMBER OF SHEET ON WHICH
DETAIL IDENTIFICATION NUMBER
DRAWN
DETAIL OF THE CONDITION IS
NUMBER OF SHEET ON WHICH
A-101
A-001
DIRECTION
A-001DETAIL
DRAWING TITLE
SCALE
DRAWING SCALE
SYMBOL WHERE DETAIL IS TAKEN
SYMBOL WHERE SECTION IS TAKEN
SECTION
DRAWING TITLE NUMBER
A-101
ELEVATION
ELEVATION IDENTIFICATION NUMBER
ELEVATION IS DRAWN
NUMBER OF SHEET ON WHICH
IS TAKEN
SYMBOLWHERE ELEVATION
A
B
C
D DIRECTION
GENERAL
G-001 TITLE SHEET & SCHEDULE OF DRAWINGS
APO AE, 09356
US ARMY ENGINEER DISTRICT, AFGHANISTAN
ENGINEERING AND CONSTRUCTION DIVISION
S-101
S-602
A-101
S-501
S-502
S-601
A-201
FOUNDATION AND ROOF FRAMING PLANS
G-001
S C
H E
D U
L E O
F D
R A
W
IN
G S
T
IT
L E S
H E
E T
01/31/2012
01/31/2012
01/31/2012
01/31/2012
01/31/2012
NO
SHEET
NO
REFERENCE
SHEET
DESCRIPTION
STATUS
REV
NO
SHEET
NO
REFERENCE
SHEET
DESCRIPTION
STATUS
REV
A-601
SITE ADAPT DESIGN
PLUMBING
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
01/31/2012
01/31/2012
01/31/2012
01/31/2012
01/31/2012
P-101
P-901
E-101
STRUCTURAL DETAILS
STRUCTURAL DETAILS
STRUCTURAL SCHEDULES
STRUCTURAL MATERIAL SCHEDULES
FLOOR PLAN, ROOF PLAN AND REFLECTED CEILING PLAN
ELEVATIONS, BUILDING SECTION AND EAVE DETAIL
DOOR & FINISH SCHEDULES AND DETAILS
FLOOR PLAN - PLUMBING
PLUMBING ISOMETRICS
ELECTRICAL PLANS
A N
S I
D
E D
IT
E D D
R A
W
IN
G S A -1
A
N D A -2
/2
/2
FP07a - GUARD HOUSE - ELECTRIC HEAT
01/31/2012
01/31/2012
JANUARY 31, 2012
M-10110 01/31/2012
MECHANICAL
MECHANICAL PLAN F
P a
G -0
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D A
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M A
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N
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R A
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
A F
G H
A N
IS
T A
N D
IS
T R
IC
T
A P
O A
E
ENGINEER DISTRICT
AFGHANISTAN
of Engineers
US Army Corps
R E n g in e e ri n g \V a ri o u s P ro je c ts \F
P \C
A D \F
P a
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S
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D A
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F P a G
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S E E
L E
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P
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LIVE LOADS:
1. DESIGN LOADS (SERVICE)
8.9 KN (2.0 K) CONCENTRATED LOAD
4.8 KPA (100 PSF)OTHERS:
1.0 KPA (20 PSF)ROOF:
EARTHQUAKE LOADS PER IBC-2003:
EXPOSURE C AND IMPORTANCE FACTOR I=1.0
USING A "3-SECOND" WIND VELOCITY OF 125 KPH
WIND LOADS PER IBC-2003
USING A SEISMICITY: Ss=1.65g AND S =0.75g
FOR BUILDING NORTH ORIENTATION SEE SHEET C-1.6.
FOUNDATION AND SURVEY.
SPECIFICATION 01015 PARAGRAPH, GEOTECHNICAL,
BASED ON THE GEOTECHNICAL INVESTIGATION. SEE
0.75 KG/SQ CM THE CONTRACTOR SHALL REDESIGN FOOTINGS
GEOTECHNICAL INVESTIGATION SHOWS LESS THAN
CAPACITY TO BE NO LESS THAN 0.75 KG/SQ CM. IF
GEOTECHNICAL INVESTIGATION SHALL CONFIRM BEARING
FOOTINGS ARE PLACED AS SHOWN ON DRAWINGS.
PRESSURE OF 0.75 KG/SQ. CM (1500 PSF), AND BOTTOM OF
FOUNDATIONS ARE DESIGNED USING AN ALLOWABLE BEARING5.
GRADING PLAN TO BE PROVIDED BY CONTRACTOR.
STRUCTURAL DRAWINGS. COORDINATE WITH SITE SPECIFIC
0.00 M. IS USED AS REFERENCE ELEVATION FOR ALL
A RELATIVE (DATUM) FINISH FLOOR ELEVATION EQUAL TO 4.
STANDARD-DETAILS DRAWINGS.
WORK THESE STRUCTURAL DRAWINGS WITH THE 3.
GROUT, ASTM C 476
CONTROLLED) MORTAR, ASTM C270, TYPE S
ASTM C90, TYPE I (NORMAL WEIGHT, MOISTURE
CONCRETE MASONRY UNITS:
REINFORCING: ASTM A615 GRADE 60 (60 KSI)
CONCRETE: 28 MPa (4 KSI) - CYLINDER STRENGTH AT 28 DAYS
MATERIALS:2.
GENERAL NOTES
A
B
1 2 3
SCALE: 1:50
FOUNDATION PLAN
S-101
S-501
(TYP)
FULLY GROUTED
200 CMU WALL,
GB1 GB1
GB1 GB1
G B
C1 C1 C1
C1 C1 C1
G B
C T J
@ 200 EW
150 SLAB ON GRADE WITH #13
40004000
S-501
S-501
S-501
NOTES
REINFORCING SCHEDULES.
SEE PLATE S-601 FOR FOOTING, COLUMN, BEAM, AND CMU2.
PLATE S-601 FOR REINFORCING REQUIREMENTS.
ALL CELLS OF CMU WALL SHALL BE FULLY GROUTED - SEE1.1 2 3
A
B
SCALE: 1:50
ROOF FRAMING PLAN
S-101
R B
RB1
R B
R B
RB1
RB1RB1
BAYS
EACH CORNER OF ALL
REINFORCING. TYP OF
SLAB CORNER
@ 200 (TYP)
#16x1000 TOP BAR W/ 150 HOOK
@ 200 EW T&B
200 ROOF SLAB WITH #13
S-501
S-501
S-501
S-501
40004000
6008400600
F1 F1 F1
F1F1F1
0 5000250010002500
SCALE: 1 : 50
GRAPHIC SCALEGRAPHIC SCALE
A N
S I
D
F O
U N
D A
T
IO
N A
N D R
O O
F
F R
A M
IN
G P
L A
N S
S-101
F P a S -1
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D A
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M A
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N
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R A
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A F
G H
A N
IS
T A
N D
IS
T R
IC
T
A P
O A
E
ENGINEER DISTRICT
AFGHANISTAN
of Engineers
US Army Corps
S
IT
E A
D A
P T D
E S
IG
N
IS
S U
E D F
O R C
O N
S T
R U
C T
IO
N /3
/2
F P a G
U A
R D H
O U
S E E
L E
C T
R
IC
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E
E n g in e e ri n g \V a ri o u s P ro je c ts \F
P \C
A D \F
P a S -5
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/1
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:1
:0
P
M
M
IN
GRAPHIC SCALE
500 200 100 0
SCALE: 1 : 10
500 1000
DESIGNATION
SEE PLAN FOR
GRADE BEAM,
ELEV = -200
T/GRADE BEAM
ELEV = 0000
T/SLAB
BEYOND
CMU WALL
WAY
#13 @ 200 EACH
(TYP)BARRIER
CAPILLARY WATER
DESIGNATION
SEE PLAN FOR
GRADE BEAM,
GRADE
FINISH
ELEV = SEE PLAN
T/SLAB
FULLY GROUTED
200 CMU WALL
SPACING
VERT BAR SIZE &
DWL TO MATCH
PLAN FOR REINF
SLAB ON GRADE, SEE
(TYP)BARRIER
CAPILLARY WATER
SCALE = 1:10
SECTION
S-501
SCALE = 1:10
SECTION
S-501
SCALE = 1:10
SECTION
S-501
W/ 80 EMBEDMENT(STAGGERED)
O.C. SPACING ATTACH USING
L100x100x10x680 LONG @ 1220
GROUTED
FULLY
200 CMU WALL
SEE PLAN
ROOF BEAM,
REINFORCING
PLAN FOR THICKNESS AND
ROOF SLAB, SEE ROOF
W/ (2)-#13
BOND BEAM
ROOF SLAB
DRAWINGS FOR OVERFRAMING ABOVE
NOTE: REFERENCE ARCHITECTURAL
SCALE = 1:10
SECTION
S-501
ELEV = 3200
T/ROOF SLAB
BEAM, SEE PLAN
CONC ROOF (TYP)
PLAN
BEAM, SEE
CONCRETE
ADDITIONAL INFO
SECTION NOTES FOR
COLUMN TIE, SEE
2(H) SEE NOTE 5
38 (TYP)
W
W /4
W S
E E N
O T
E S
H
S/2
S/2
H
2(H) SEE NOTE 2
W /4
W S
E E N
O T
E
INFO
SCHEDULE ON DWG S-601 FOR
VERT REINF BAR, SEE COLUMN
FOR SPACING
SCHEDULE ON DWG S-601
#13 STIRRUPS, SEE BEAM
S-601 FOR INFO
SCHEDULE ON DWG
BARS, SEE BEAM
TOP & BOTTOM REINF
S-601 FOR INFO
BEAM SCHEDULE ON DWG
REINFORCING BARS, SEE
INTERSECTIONING BEAM
FOR SPACING
SCHEDULE ON DWG S-601
STIRRUPS, SEE BEAM
FOR SIZE AND SPACING
SCHEDULE ON DWG S-601
COLUMN TIE, SEE COLUMN
S-601 FOR INFO
SCHEDULE ON DWG
SEE COLUMN
VERT REINF BAR,
SPACING
ON DWG S-601 FOR
COLUMN SCHEDULE
#13 COLUMN TIE, SEE
S-601 FOR INFO
SCHEDULE ON DWG
BARS, SEE BEAM
TOP & BOTTOM REINF
SCALE = 1:10
BEAM/COLUMN REINFORCING DETAIL
S-501
SCALE = 1:10
BEAM/COLUMN REINFORCING DETAIL
S-501
"W" DENOTES WIDTH OF COLUMN, SEE SCHEDULE ON S-6014.
DWG S-601.
"S" DENOTES TIE SPACING FOR BOTTOM BARS AT COLUMN, SEE SCHEDULE ON 4.
DISTANCE OF "W" MEASURED FROM BOT OF BEAM.
PROVIDE COLUMN TIES AT BEAM/COLUMN JOINTS AT A SPACING OF "W/4" FOR A 3.
MEASURE FROM FACE OF COLUMN. TYPICAL EACH END OF BEAM.
PROVIDE STIRRUPS IN BEAM ENDS AT SPACING OF "S/2" FOR A DIATANCE OF "2(H)" 2.
COLUMN/BEAM REINFORCEMENT AT OUTSIDE CORNERS AND BEAM ENDS.1.
SECTION NOTES:
ELEV = 3200
T/ROOF SLAB
ELEV = 3200
T/ROOF SLAB
L
P
S P
L
IC
E
T T
FINISH FLOOR
ELEV. 0.0
(2)-# 13 CONT.
# 16 @ 1200 OC MAX.
#10 DOWEL @ 1200 MM O.C.
MAX. (100 MM EMBED)
#13 @ 450 O.C.
SLAB THICKNESS
SEE PLAN
MATCH SLAB
THICKNESS
SEE PLAN
WATER BARRIER
CAPILLARY
A N
S I
D
S T
R U
C T
U R
A L D
E T
A
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S
S-501
F P a S -5
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A F
G H
A N
IS
T A
N D
IS
T R
IC
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A P
O A
E
ENGINEER DISTRICT
AFGHANISTAN
of Engineers
US Army Corps
S
IT
E A
D A
P T D
E S
IG
N
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S U
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O R C
O N
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F P a G
U A
R D H
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S E E
L E
C T
R
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E
640 MIN
CMU LINTEL REINFORCEMENT AS PER SCHEDULE ON DWG S-S4
LINTEL NOTES:
FOOTING, SEE PLAN
GRADE BEAM OR
CORNERS, (TYP)
#16 VERT BAR @
BARS, TYP UON
(2)-#13 HORIZ
(2)-#13 HORIZ BARS
STARTER COURSE W/
#13 VERT BARS @ 1200 O.C. (INT)
#16 VERT BARS @ 810" O.C. (EXT)
EACH VERTICAL BAR
DOWEL LAP SPLICE @
B
A R D
IA
BARS (TYP)
AROUND VERT
HORIZ BARS
WALLS)FOR PARTITION
(2)-#16 HORIZ BARS, TYP (NOT REQ’D
INTERMEDIATE CIPL BOND BEAM W/
BEAM
COURSE BOND
BARS INTO
BARS
COURSE W/ (2)-#16 HORIZ
CIPL BOND BEAM TOP
ON DWG S-601
SEE SCHEDULE
FOR CIPL INFO
OPENING (TYP)
#16 VERT BARS @
R E n g in e e ri n g \V a ri o u s P ro je c ts \F
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WHERE MORE THAN ONE ADDITIONAL BAR IS REQUIRED
REINFORCING THE ADDITIONAL REINFORCING BARS
SHALL BE SPACED AT 100 ON CENTER.
ADDITIONAL REINFORCING PARALLEL TO THE
SLAB/WALL REINFORCING SHALL BE #16 BARS THAT
PROVIDE A STEEL AREA ON EACH SIDE OF THE
OPENING EQUAL TO 1/2 THE AREA OF THE
REINFORCING CUT BY THE OPENING.
2.
1.
ADDITIONAL BARS PER
DETAIL 1/S-S10
SHOWN FOR CALRITY
HORIZ. JOINT REINF. NOT
OPENING
PROVIDE CONTROL NOTDO
JOINTS AT INTERSECTING SHEAR
WALLS. BLOCK COURSING SHALL
BE CONTINUOUS AND
INTERLOCKING.
ADDITIONAL BARS. SIZE TO
MATCH VERT. WALL REINF.
ADDITIONAL BARS. SIZE TO
MATCH VERT. WALL REINF.
VERT REINF EACH CELL: (2 CELLS)
1-#13 FOR OPNG WIDTH TO 1200
1-#16 FOR OPNG WIDTH TO 2400
1-#19 FOR OPNG WIDTH TO 3600
FOR OPNG. WIDTH GREATER
THAN 3600 PROVIDE REINF.
IN 3 CELLS TOTAL SIZE
1-#19 EACH CELL
NOTE:
OPNG WIDTH SHALL NOT EXCEED
3600 FOR THIS TYPE OF JAMB
PARALLEL TO THE EXISTING SLAB/WALL
CONTROL JOINT DETAIL
INTERSECTION WALL CORNER END OF WALL
MASONRY OPENING W/ LINTEL
#13 @ 300 W/90 DEG. STD
HOOKS INTO BEAM (TOP
OF SLAB)
HOOKS @ EACH END
(BOTTOM OF SLAB)
EDGE OF SLAB
750 750
BAR
VERTICAL CORNER
END OF WALL
VERTICAL BAR @
BOND BEAM CORNER BOND BEAM INTERSECTION
BEAM (TYP)
CIPL BOND
BEAM (TYP)
CIPL BOND
JOINT FINISH DETAIL
TYPICAL CONCRETE SLAB1
NTS
GRADE JOINT DETAILS
TYPICAL SLAB ON
NTS
NTS
CMU BOND DETAIL
S-502
SCALE
TYPICAL CMU DETAILS
S-502
NTS
MIN MASONRY WALL REINFORCING
S-502
GRAPHIC SCALE
500 200 100 0
SCALE: 1 : 10
500 1000
TYPICAL CONCRETE MASONRY UNIT DETAILS
ADD’L REINFORCEMENT DETAILS
NTS
ELEVATED SLAB CORNERS
S-502
S-502
S-502
S L
B
D E
P T
H
S
W
C U
T
BOND BREAKER
SEALANT
A N
S I
D
S-502
S T
R U
C T
U R
A L D
E T
A
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S
F P a S -5
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P L
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D A
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M A
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D E
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A F
G H
A N
IS
T A
N D
IS
T R
IC
T
A P
O A
E
ENGINEER DISTRICT
AFGHANISTAN
of Engineers
US Army Corps
S
IT
E A
D A
P T D
E S
IG
N
IS
S U
E D F
O R C
O N
S T
R U
C T
IO
N /3
/2
F P a G
U A
R D H
O U
S E E
L E
C T
R
IC
H
E A
T
CONTROL JOINT DETAIL (CTJ)
DETAILS, THIS SHEET
SLAB JOINT FINISH
SEE TYPICAL CONCRETE
WATER BARRIER
CAPILLARY
100 LAYER
ON ONE SIDE
300 O.C., PROVIDE BOND BREAKER
#19 x 450 LONG SMOOTH DOWEL @
(TYP)
COMPACTED SUBGRADE
E n g in e e ri n g \V a ri o u s P ro je c ts \F
P \C
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P a S -6
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P
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1800 400
200900
1800 200
200900
(2)-#13
(mm)MAX SPAN (mm)
BEAM DEPTH
TOP BOTTOM OTHER
MAIN REINFORCING
SHEAR REINF STIRRUPS
CAST-IN-PLACE CONCRETE LINTEL SCHEDULE
TYPEOPENING TYPE OR SIZE, BEAM LOCATION OR
EXT WALL OPENING, 1-STORY BLDG
EXT WALL OPENING, 1-STORY BLDG
INT WALL OPENING, NON-BEARING
INT WALL OPENING, NON-BEARING
CMU WALLS.SIZE, DETAILS, LOCATIONS, ETC. FOR ALL CAST-IN-PLACE BEAMS IN
CONTRACTOR SHALL SUBMIT FOR APPROVAL SHOP DRAWINGS AND SCHEDULES SHOWING 5.
MPa AT 28 DAYS.SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 21
REINFORCING SHALL BE ASTM A615M, GRADE 400. CONCRETE FOR CAST-IN-PLACE BEAMS 4.
FOR HEAD DETAILS REFER TO ARCHITECTURAL DRAWINGS.3.
DEEP CIB.
END FOR 400 PROVIDE 200 BEARING EA. END FOR 200 DEEP CIB. PROVIDE 400 BEARING EA. 2.
SHOP DRAWINGS.
ELECTRICAL ARCHITECTURAL DRAWINGS AND APPROVED PLUMBING, MECHANICAL, AND
NUMBER, SIZE AND LOCATION OF ALL OPENINGS IN MASONRY WALLS FROM
STRUCTURAL DRAWINGS DO NOT INDICATE ALL OPENINGS IN MASONRY WALLS. VERIFY 1.
(2)-#13
(2)-#13
(2)-#13
(2)-#13
SPREAD FOOTING AND PIER SCHEDULE
MARK
FOOTING SIZE
LENGTH WIDTH THICKNESS
FOOTING REINFORCING
SIZE
PIER
T/PIER VERT. BARS TIES
REMARKS
(7)-#19 E.W., BOTT
(7)-#13 E.W., TOP
30017002400
DIRECTIONS) U.N.O.
PIER SIZE INDICATED IS SQUARE (DIMENSION SAME IN BOTH 3.
NEGATIVE OR POSITIVE.
INDICATED AS FLOOR EL/SLAB EL, DISTANCE ABOVE OR BELOW
T/PIER EL GIVEN IN REFERENCE TO 0.0 mm DATUM OR FINISH 2.
DIMENSIONS NOTED ARE MILLIMETERS (mm) U.N.O.1.
NOTES:
2-#16
CONT. VERT.
THICKNESS
WALLWALL
ALL PERIMETER/EXTERIOR
OR LOCATION
WALL TYPE
WALLS (U.N.O.)
1-#13 @ 1200
1-#16 @ 600
IN CMU, U.N.O.)
REINF. (CENTERED
DEPTH
SUPPORTS
WALLS WITH TOP AND BOTT.
NON-LOAD BEARING INTERIOR
2-#16
REINF.
(BOT U.N.O.)
MAX. CIPL
VERT. SPACING
REMARKS
TYPICAL CMU WALL REINFORCING SCHEDULE
CONT. CAST IN PLACE LINTEL (CIPL)
FOR CMU REINFORCING
BASIC LAP SPLICE Ld
#22
#25
#19
#16
#13
#10
SIZE
BAR
MINIMUM LAP SPLICES
MASONRY REINFORCING
CONCRETE COLUMN SCHEDULE
C1 400x400 (12)-#19 #13 @ 200
MARK
SIZE
(LxW)
REINFORCING
FLOOR
ST
1 FLOOR
ND
2 STIRRUPS
REMARKS
- 125mmSPACE TOP 3 TIES @
CONCRETE BEAM SCHEDULE
ROOF BEAM
MARK
SIZE
(BxH)
REINFORCING
TOP BOTTOM STIRRUPS MIDBAR
GB1 400x950 (6)-#16 (6)-#16 #13 @ 200 (2) #19 EF
RB1 400x600 (6)-#16 (6)-#16 #13 @ 300
GRADE BEAM
REMARKS
MARK
SIZE
(BxH)
REINFORCING
TOP BOTTOM STIRRUPS MIDBAR
REMARKS
#19 EF
BOT BAR LAP PAST COL
TOP BAR LAP AT CENTER
BOT BAR LAP PAST COL
TOP BAR LAP AT CENTER
W
L
40 CLEAR
SCHEDULE FOR SPACING
TERMINATOR, SEE
QUANTITY
SCHEDULE FOR SIZE &
VERT REINF BAR SEE
SCALE = 1:10
COLUMN DETAIL
S-601
F1
SEE TYPICAL CMU WALL DETAILS ON S-502.6.
ALL CMU WALLS SHALL BE FULLY GROUTED IN LIFTS NOT EXCEDING THOSE BY CODE (UNO)5.
RESPONSIBILITY OF THE CONTRACTOR.
CONSTRUCTION UNTIL THE SUPPORTING DIAPHRAGMS (FLOOR AND ROOF SYSTEMS) HAVE BEEN COMPLETELY INSTALLED. SHORING IS THE
WALLS HAVE BEEN DESIGNATED AS VERTICALLY SPANNING U.N.O. AND THEREFORE MUST BE TEMPORARILY SUPPORTED DURING 4.
TABLE SHOWN ON THIS SHEET.
REINFORCING INDICATED SHALL BE CONTINUOUS FOR FULL EXTENT OF SPLICE FOLLOWING THE REQUIREMENTS OF THE LAP SPLICE 3.
PROVIDE CONTINUOUS CAST IN PLACE CONCRETE LINTEL AT ALL WALL LATERAL SUPPORT LOCATIONS.2.
REINFORCING SIZES AND SPACING GIVEN IN SECTIONS AND DETAILS SHALL SUPERSEDE THE ABOVE SCHEDULE REQUIREMENTS.1.
NOTES:
A N
S I
D
S-601
S T
R U
C T
U R
A L S
C H
E D
U L E
S
F P a S -6
.d g n
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A F
G H
A N
IS
T A
N D
IS
T R
IC
T
A P
O A
E
ENGINEER DISTRICT
AFGHANISTAN
of Engineers
US Army Corps
S
IT
E A
D A
P T D
E S
IG
N
IS
S U
E D F
O R C
O N
S T
R U
C T
IO
N /3
/2
F P a G
U A
R D H
O U
S E E
L E
C T
R
IC
H
E
E n g in e e ri n g \V a ri o u s P ro je c ts \F
P \C
A D \F
P
A S -6
.d g n
/1
/2
:1
:0
P
M
HOOK EXTENSION
PER ACI 318-89
CONCRETE IS NORMAL WEIGHT CONCRETE.
BAR YIELD STRENGTH, fy = 400 MPa
REDUCTION FOR EXCESS REINFORCEMENT IS NOT TAKEN.
SIDE COVER REQUIREMENTS OF ACI SECT. 12.5.3.2
TIE OR STIRRUP REQUIREMENTS OF ACI SECT. 12.5.3.2
6. HOOK DEVELOPMENT LENGTH IS VALID FOR 180^ HOOKS ALSO.
7. FOR 35 MPa CONCRETE, USE VALUES FOR 30 MPa
BAR f’c f’c
#22 480
#32
#36
#25
#29
#13
#16
#19
SIZE
#10
20 MPa
ARE ASSUMED TO NOT BE MET.
ARE ASSUMED TO NOT BE MET.
5.
4.
NOTES:
1.
2.
3.
27.5 MPa
STANDARD HOOKS IN
TENSION PER (ACI 318-89)
HOOK DEVELOPMENT LENGTH
Ldh (mm)
HOOK DEVELOPMENT
LENGTH, Ldh
WHICH IS PLACED ABOVE 300mm OR MORE OF
IS 400MPa (LAP SPLICE LENGTH IS IN MILLIMETERS).
YIELD STRENGTH OF REINFORCEMENT, fy, CONCRETE IS NORMAL WEIGHT (2400Kg/m ).
TOP BAR INDICATES HORIZONTAL REINFORCEMENT
LAP SPLICES ABOVE ARE IN MILLIMETERS UNO.1.
4.
FRESH CONCRETE.
2.
3.
CATEGORY FOR BARS SPACED LESS THAN 4d, OR ON CENTER
CRSI HANDBOOK WHEREAS FOR BARS SPACED 4d, OR MORE ON CENTER CORRESPOND TO CRSI CATEGORY 5.
STREIGHT DEVELOPMENT LENGTH OF AN UNLAPPED
BAR IS EQUAL TO VALUE FROM TABLE DIVIDED BY 1.3.
SEE COLUMN SCHEDULE FOR COLUMN AND SHEAR
CORRESPONDS TO CATEGORY 1 IN THE
7.
6.
WALL VERTICAL LAP SPLICE.
5.
#36
#32 4140
2840 1403910
1780 130
1450 910#19
#29
#25
#22
1960 1090
#16
#10
#13
1020 760
1120 710 80
2510 1420
1500 840
790 580 f’c = 27.5MPa CONCRETE
BAR
SIZE
CENTER TO
CENTER BAR
SPACING
(---TOP BARS--)
LESS
THAN
4db
4db
OR
MORE
4db
(--OTHER BARS--)
LESS
THAN
4db
4db
OR
MORE
ASTM A36M or A307M
BOLTS A325M-N
WELDING
ELECTRODES
AWS D1.1-90
E70xx
MISC BRACING 250
CONNECTIONS,
PLATES, & ALL
HIGH STRENGTH
TUBING
PIPES
OTHERS
ANCHOR
BOLTS
ASTM A53-95
GRADE C
ASTM A6M
ASTM
GRADE B
ASTM A500-93
ASTM A6M
ASTM A6M
ASTM A6M
ASTM A36M
ASTM A6M
COLUMNS
BEAMS &
GIRDERS
STRUCTURAL
ELEMENT
ASTM A6M
GRADE B
ASTM A572M
ASTM A53-95
ASTM A36M
ASTM A6M
STEEL MATERIALS SCHEDULE
YIELD STRENGTH
FY
(MPa)
REMARKS
#19 THRU #36 BAR 50
PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN
CONCRETE PROTECTION SPECIFIED.
GRADE BEAMS OR SLAB TURNED DOWN EDGES:
BOTTOM (EARTH FORMED)
SIDES (EARTH FORMED)
SIDES (BOARD FORMED)
SLABS-ON-GRADE (EXPOSURE TO WEATHER) FROM TOP
SLABS-ON-GRADE (NO EXPOSURE TO WEATHER) FROM TOP
#16 BAR AND SMALLER
UTILITY TUNNEL WALLS, RETAINING WALLS AND SHEAR WALLS,
EARTH SIDE AND FRONT SIDE (EXPOSED TO WEATHER):
(NO SURFACES SHALL BE EARTH FORMED)
TOP
#16 BAR & SMALLER
#19 THRU #36 BAR
MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL
BE AS FOLLOWS: (SEE ACI 318-89M, SECTION 7.7 FOR CONDITIONS NOT NOTED).
DIMENSIONS FOR BAR PLACEMENT GIVEN IN SECTIONS AND DETAILS SHALL
SUPERCEDE MINIMUM COVER REQUIREMENTS GIVEN HERE. DIMENSIONS ARE IN mm.
FOOTINGS (EARTH FORMED)
COLUMNS / PIERS
CONCRETE COVER SCHEDULE
NOTES:
STRUCTURAL DESIGN CRITERIA:
IBS 2006 AND UFC 4-010-01 AS APPLICABLE
ALL DESIGNS SHALL CONFORM TO THE PROVISIONS OF THE
)FOUNDATION DESIGN CRITERIA (TO BE CONFIRMED BY THE CONTRACTOR2.0
AND DETERMINATION ON THE NEXT APPROPRIATE COURSE OF ACTION.
BROUGHT TO THE ATTENTION OF THE ENGINEER-OF-RECORD FOR CONSIDERATION
WHICH DO NOT MEET THE REQUIREMENTS INDICATED BELOW SHALL BE IMMEDIATELY
CONFIRMED AND VERIFIED AS PART OF THE GEOTECHNICAL INVESTIGATION. VLAUES
ANALYSIS ON THE BUILDINGS HERIEN INDICATED HAVE BEEN ASSUMED AND SHALL BE
CONTRACTOR AWARDED THE WORK . DESIGN VALUES USED IN THE STRUCTURAL
THE GEOTECHNICAL ANALYSIS FOR THIS PROJECT IS THE RESPONSIBILITY OF THE
SOIL DESIGNN PARAMETERS2.1
0SEISMIC SITE CLASS (based on in-situ soil) 800mmMINIMUM BEARING DEPTH BELOW GRADE
4120 g/m‡SUBGRADE MODULUS
.35COEFF OF SOIL FRICTION
.55COEFF AT-REST EARTH PRESSURE (Kpr) 3.33COEFF PASSIVE EARTH PRESSURE (Kpp) 0.30COEFF ACTIVE EARTH PRESSURE (Kpa) 1800 Kg/m‡UNIT WEIGHT OF SOIL (moist)
96.0 KpaNET ALLOWABLE SOIL BEARING CAPACITY
A N
S I
D
S-602
S T
R U
C T
U R
A L M
A T
E R
IA
L
S C
H E
D U
L E
S
F P a S -6
.d g n
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A F
G H
A N
IS
T A
N D
IS
T R
IC
T
A P
O A
E
ENGINEER DISTRICT
AFGHANISTAN
of Engineers
US Army Corps
S
IT
E A
D A
P T D
E S
IG
N
IS
S U
E D F
O R C
O N
S T
R U
C T
IO
N /3
/2
F P a G
U A
R D H
O U
S E E
L E
C T
R
IC
H
E A
T
1. ALL CONCRETE SHALL BE NORMAL WEIGHT
CONCRETE. (2400 Kg/m UNO)
NOTES:
MISC. CURBS, WALLS
ALL FOOTINGS (U.N.O.)
SLAB-ON-GRADE/TURN-DOWN SLABS
AND PADS UNO
ROOF SLABS
27.5
27.5
27.5
STRUCTURAL
ELEMENT
CONCRETE MATERIALS SCHEDULE
STRENGTH @
28 DAYS
(MPa)
CONCRETE
COMPRESSIVE
f’c
E n g in e e ri n g \V a ri o u s P ro je c ts \F
P \C
A D \F
P a
A -1
.d g n
/1
/2
:1
:5
P
M
SCALE: 1:50
ROOF PLAN
A-101
3:10 SLOPE
DOOR TYPE, SEE PLATE A-601
MOUNTED BRACKET
FIRE EXTINGUISHER AND WALL
D-#
A
500 0
SCALE: 1 : 50
2500 5000
GRAPHIC SCALE
GENERAL NOTES:
1 2 3
A
B
:1
S
L O
P E
:1
S
L O
P E
3:10 SLOPE
A-201
A-201
LEGEND:
FLOOR DRAIN
WINDOW TYPE, SEE PLATE A-601
FEB
FD
DIMENSIONS ARE TO EDGE OF MASONRY OPENINGS.7.
PAINT.
EXTERIOR SURFACES AND A SECOND COAT WITH A WATER REPELLENT ACRYLIC LATEX
PRIMER COAT FOR MASONRY. INITIAL FIRST COAT WITH AN ACRYLIC LATEX PAINT FOR
INTERIOR STRUCTURAL RIGID FRAMINGS AND CEILINGS AND TEST FOR ADHESION.
REMOVE LOOSE DIRT AND CLEAN SURFACES BEFORE PAINTING. APPLY PAINT TO6.
MERCURIAL FUNGICIDES SHALL NOT BE USED IN OIL-BASE PAINT.5.
NONVOLATILE CONTENT SHALL NOT BE USED.
PAINTS CONTAINING LEAD IN EXCESS OF 0.06 PERCENT BY WEIGHT OF THE TOTAL4.
TO DRY AT LEAST 30 DAYS BEFORE PAINTING.
CONCRETE AND INTERIOR MASONRY SURFACES GROUTED SOLID SHALL BE ALLOWED3.
CONTAMINANTS WILL NOT FALL ON WET, NEWLY PAINTED SURFACES.
APPLICATION OF PAINT. CLEANING SHALL BE SCHEDULED SO THAT DUST AND OTHER
SURFACES TO BE PAINTED SHALL BE CLEAN AND FREE OF FOREIGN MATTER BEFORE2.
WALL FINISHES SHALL BE AS INDICATED IN FINISH SCHEDULE ON PLATE A-601.1.
EXHAUST FAN
CONTINUOUS RIDGE VENT
VENT THROUGH ROOF
ROOFING
CORRUGATED METAL
BUILDING BELOW
OUTLINE OF
B
A-101
C
A-101
D
A-101
D-1 D-1
GUARD HOUSE
A
B
2 3
TOILET
TOILET
D-2 D-2
SCALE: 1:50
FLOOR PLAN
A-101
A
A
A
A
SLOPE SLOPE
A-201
22002000140012001600
40004000
1000 800 600 800 800
SCALE: 1:50
FLOOR PLAN
A-101
560012001600
A
A-101
A-201
FD FD
ROOF ABOVE
OUTLINE OF
- SLOPE 2% AWAY FROM BUILDING
CONCRETE STOOP, TYPICAL
2000mm WIDE x 1800mm DEEP
STEEL COUNTERTOP AND SINK
WOOD CABINET W/STAINLESS
2200mm LONG x 600mm DEEP
A-101
A N
D R
E F
L E
C T
E D C
E
IL
IN
G P
L A
N
F L
O O
R P
L A
N
R O
O F P
L A
N
F P a
A -1
.d g n
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A F
G H
A N
IS
T A
N D
IS
T R
IC
T
A P
O A
E
ENGINEER DISTRICT
AFGHANISTAN
of Engineers
US Army Corps
S
IT
E A
D A
P T D
E S
IG
N
IS
S U
E D F
O R C
O N
S T
R U
C T
IO
N /3
/2
F P a G
U A
R D H
O U
S E E
L E
C T
R
IC
H
E
E n g in e e ri n g \V a ri o u s P ro je c ts \F
P \C
A D \F
P a
A -2
.d g n
/1
/2
:1
:2
P
M
SCALE: 1:50
BUILDING SECTION
A-201
A-201
@ 600 O.C. TYP
POWDER ACTUATED FASTENER
ATTACH USING X-DNI 19 P8
362T125 18 GA TRACK @ 600
CORRUGATED METAL ROOF
HAT CHANNEL @ 600 O.C., TYP.
O.C., TYPICAL
362T125 18 GA TRACK @ 600
STUD @ 600 O.C.
362S162 18GA COLD FORMED
200mm THICK RIGID INSULATION
TREATED WOOD BLOCKING
50mm x 150mm PRESSURE
CLOSURE
METAL ROOFING INSIDE
PLYWOOD
19mm EXTERIOR GRADE
HEMMED DRIP EDGE
BRAKE METAL TRIM WITH
CONCRETE BEAM
DECK
ON CONCRETE ROOF
GAUGE METAL FRAMING
ROOFING OVER LIGHT
CORRUGATED METAL
SCALE: 1:50
ELEVATION
A-201
A
SCALE: 1:50
ELEVATION
A-201
B
SCALE: 1:50
ELEVATION
A-201
C
ELEV. = 3200
T/ROOF SLAB
ELEV. = 0000
FIN. FLOOR
ELEV. = 3200
T/ROOF SLAB
ELEV. = 0000
FIN. FLOOR
DECK
ON CONCRETE ROOF
GAUGE METAL FRAMING
ROOFING OVER LIGHT
CORRUGATED METAL
WINDOW AND GLAZING
RESISTANT FIXED METAL
UL752, LEVEL 5, AK-47
500 200 100 0
SCALE: 1 : 10
500 1000 2500 1000 500 0
SCALE: 1 : 50
2500 5000
GRAPHIC SCALE
SCALE = 1:10
EAVE DETAIL
A-201
GENERAL NOTES:
GRAPHIC SCALE
OVER 50mm RIGID INSULATION
STUCCO ON METAL LATHE
VENT
CONTINUOUS RIDGE 1 2 3A B
FULLY GROUTED 200mm CMU
MECHANICALLY FASTENED TO
OVER 50mm RIGID INSULATION
STUCCO ON METAL LATHE
DIMENSIONS ARE TO EDGE OF MASONRY OPENINGS.7.
SECOND COAT WITH A WATER REPELLENT ACRYLIC LATEX PAINT.
WITH AN ACRYLIC LATEX PAINT FOR EXTERIOR SURFACES AND A
TEST FOR ADHESION. PRIMER COAT FOR MASONRY. INITIAL FIRST COAT
PAINT TO INTERIOR STRUCTURAL RIGID FRAMINGS AND CEILINGS AND
REMOVE LOOSE DIRT AND CLEAN SURFACES BEFORE PAINTING. APPLY6.
MERCURIAL FUNGICIDES SHALL NOT BE USED IN OIL-BASE PAINT.5.
THE TOTAL NONVOLATILE CONTENT SHALL NOT BE USED.
PAINTS CONTAINING LEAD IN EXCESS OF 0.06 PERCENT BY WEIGHT OF4.
BE ALLOWED TO DRY AT LEAST 30 DAYS BEFORE PAINTING.
CONCRETE AND INTERIOR MASONRY SURFACES GROUTED SOLID SHALL3.
ON WET, NEWLY PAINTED, SURFACES.
SCHEDULED SO THAT DUST AND OTHER CONTAMINANTS WILL NOT FALL
MATTER BEFORE APPLICATION OF PAINT. CLEANING SHALL BE
SURFACES TO BE PAINTED SHALL BE CLEAN AND FREE OF FOREIGN2.
A-601.
WALL FINISHES SHALL BE AS INDICATED IN FINISH SCHEDULE ON PLATE1.
AB
DECK
ON CONCRETE ROOF
GAUGE METAL FRAMING
ROOFING OVER LIGHT
CORRUGATED METAL
VENT
CONTINUOUS RIDGE
WINDOW AND GLAZING
RESISTANT FIXED METAL
UL752, LEVEL 5, AK-47
FULLY GROUTED 200mm CMU
MECHANICALLY FASTENED TO
OVER 50mm RIGID INSULATION
STUCCO ON METAL LATHE
SCALE: 1:50
ELEVATION
A-201
D
BACKDRAFT DAMPER, TYP.
EXHAUST FAN LOUVER WITH
ELEV. = 3200
T/ROOF SLAB
ELEV. = 0000
FIN. FLOOR
FULLY GROUTED 200mm CMU
MECHANICALLY FASTENED TO
OVER 50mm RIGID INSULATION
STUCCO ON METAL LATHE
CONTINUOUS RIDGE VENT
WALL - SEE STRUCTURAL
CONCRETE FOUNDATION
- SEE STRUCTURAL
FOOTER BEYOND
CONCRETE COLUMN
A N
D E
A V
E D
E T
A
IL
E L E
V A
T
IO
N S
B U
IL
D
IN
G S
E C
T
IO
N
A-201
F P a
A -2
.d g n
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A F
G H
A N
IS
T A
N D
IS
T R
IC
T
A P
O A
E
ENGINEER DISTRICT
AFGHANISTAN
of Engineers
US Army Corps
S
IT
E A
D A
P T D
E S
IG
N
IS
S U
E D F
O R C
O N
S T
R U
C T
IO
N /3
/2
F P a G
U A
R D H
O U
S E E
L E
C T
R
IC
H
E
PLACE LINTEL
CAST IN
FILL WITH GROUT
HOLLOW METAL FRAME
STRUCTURAL DRAWING
AT JAMB PER
CMU-FILL CORE SOLID
& ALL AROUND FRAME
SEALANT BOTH SIDES
FILL JAMB WITH GROUT
ANCHORS 3 PER JAMB
PROVIDE MASONRY
HOLLOW METAL DOOR
HOLLOW METAL FRAME
METAL THRESHOLD
SEALANT
EXTERIOR CONCRETE
EXPANSION MATERIAL
SCHEDULE
FLOOR FINISH AS
RIGID INSULATION
STUCCO OVER 50mm
DRIP
SCALE = 1:10
EXTERIOR DOOR HEAD
A-601
SCALE = 1:10
EXTERIOR DOOR JAMB
A-601
SCALE = 1:10
EXTERIOR DOOR SILL
A-601
SIDES
SEALANT, BOTH
LINTEL
CAST IN PLACE
SEALANT
SEALANT
STRUCTURAL DRAWING
AT JAMB PER
CMU-FILL CORE SOLID
ANCHORS 3 PER JAMB
PROVIDE MASONRY
DOOR
UNDERCUT
FINISH AS SCHEDULEDSCHEDULED
FINISH AS
FILL W/ GROUT
HOLLOW METAL FRAME
HOLLOW METAL FRAME
SCHEDULED
BASE AS
SCALE = 1:10
INTERIOR DOOR HEAD
A-601
SCALE = 1:10
INTERIOR DOOR JAMB
A-601
SCALE = 1:10
INTERIOR DOOR SILL
A-601
R E n g in e e ri n g \V a ri o u s P ro je c ts \F
P \C
A D \F
P a
A -6
.d g n
/1
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:2
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P
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SCALE = 1:50
DOOR TYPES
A-601
LITE
A 1
D O
O R H
E
IG
H T
50 50
WIDTH
DOOR
A-601
A-601
2500 1000 500 0
SCALE: 1 : 50
2500 5000
A
FINISH FINISH
BASEFLOOR
FINISH COLOR
CEILING
FINISH
WALLS
COLOR
REMARKSROOM NAME
NO.
ROOM
WHITE
ROOM FINISH SCHEDULE
DOOR
TAG
D-1 900
MAT’L WIDTH
HEIGHT THICK
MAT’L
FRAME
LABEL
FIRE
GLAZING NOTES
INSUL. HM 1
DOOR SCHEDULE
A
TYPE
HM 1
TYPE SET
HRDWRE
SCALE = 1:50
FRAME TYPE
A-601
SCALE = 1:50
WINDOW TYPE
A-601
PPGUARD HOUSE TT
RESISTANT
BULLET
1,2,3,4,5,6,7,8
FINISH SCHEDULE NOTES:
HARDWARE SETS:300
VISION
A-601
WINDOW TYPE NOTE:
FOR PROTECTION AGAINST AK-47 FIRE.
REQUIREMENTS OF UL752, LEVEL 5 RESISTANCE
ALL WINDOWS AND GLAZING SHALL MEET THE2.
OR STEEL.
WINDOW FRAME SHALL BE EXTRUDED ALUMINUM1.
DOOR TYPE NOTES:
WINDOW FRAME
EXTRUDED ALUMINUM OR STEEL
RIGID INSULATION
STUCCO FINISH OVER 50mm
STRUCTURAL
CONCRETE BEAM - SEE
RESISTANT GLAZING
UL752, LEVEL 5, AK-47
SEALANT BOTH SIDES
SCALE = 1:10
WINDOW HEAD
A-601
RIGID INSULATION
STUCCO FINISH OVER 50mm
SEALANT BOTH SIDES
RESISTANT GLAZING
UL752, LEVEL 5, AK-47
WINDOW FRAME
EXTRUDED ALUMINUM OR STEEL
REQUIREMENTS
FOR REINFORCING
CMU - SEE STRUCTURAL
FULLY GROUTED 200mm
SCALE = 1:10
WINDOW JAMB
A-601
SCALE = 1:10
WINDOW SILL
A-601
RIGID INSULATION
STUCCO FINISH OVER 50mm
SEALANT BOTH SIDES
WINDOW FRAME
EXTRUDED ALUMINUM OR STEEL RESISTANT GLAZING
UL752, LEVEL 5, AK-47
TO MATCH FRAME
END DAMS - MATERIAL
SILL FLASHING WITH
- SEE STRUCTURAL
CONCRETE BOND BEAM
500 200 100 0
SCALE: 1 : 10
500 1000
GRAPHIC SCALES
B
101 TT PP WHITE 1, 2, 4, 5
102 TT PP WHITE 1, 2, 4, 5
TOILET
TOILET
TT
TT
TT
D-2 B 700 2150 45 HM 1
- 2PVC -
CT/PP
CT/PP CT/P1
CT/P1
EXTERIOR STUCCO COLOR SHALL BE SELECTED BY THE COR FROM SAMPLES SUBMITTED BY THE CONTRACTOR.6.
BY THE CONTRACTOR.
CERAMIC TILE AND TERRAZZO TILE FINISH COLORS SHALL BE SELECTED BY THE COR FROM SAMPLES SUBMITTED5.
PAINTED PLASTER CEILINGS SHALL HAVE ONE COAT OF PRIMER AND TWO COATS OF FLAT WHITE PAINT.4.
PAINTED PLASTER WALLS SHALL HAVE ONE COAT OF PRIMER AND TWO COATS OF SEMI-GLOSS OFF-WHITE PAINT.3.
ONE COAT OF PRIMER AND TWO COATS OF OFF-WHITE SEMI-GLOSS PAINT.
CERAMIC TILE SHALL EXTEND TO 2000mm ABOVE FINISHED FLOOR. WALL ABOVE WAINSCOT SHALL BE PAINTED WITH2.
FINISH ABBREVIATIONS IN SCHEDULE ARE AS FOLLOWS: TT=TERRAZZO TILE, CT=CERAMIC TILE, PP=PAINTED PLASTER.1.
PP P1 1, 3, 4, 5
2,3,4,5,6,7,9
BY TURN FROM INSIDE AND BY EMERGENCY KEY FROM OUTSIDE
LOCK FUNCTION F02 - PRIVACY LOCK - LATCH BOLT OPERATED BY LEVER EITHER SIDE. DEADBOLT OPERATED9.
LEVER IS LOCKED, LATCH BOLT MAY BE RETRACTED BY KEY FROM OUTSIDE OR BY ROTATING INSIDE LEVER.
OUTSIDE LEVER IS MADE INOPERATIVE BY A STOP OR MECHANICAL MEANS OTHER THAN A KEY. WHEN OUTSIDE
LOCK FUNCTION F04 - OFFICE DOOR LOCK - LATCH BOLT OPERATED BY LEVER FROM EITHER SIDE EXCEPT WHEN8.
ALL DOOR LOCKS SHALL BE MORTISED.7.
ENSURE THAT DIMENSIONS OF DOORS AND FRAMES PROVIDED ARE COMPATIBLE WITH DOOR OPENING DIMENSIONS.
OF 2200mm FOR STANDARD PERSONNEL DOORS. CONTRACTOR SHALL COORDINATE WITH DOOR SUPPLIER TO
DIMENSIONS SHOWN ON DOOR SCHEDULE ARE BASED UPON MODULAR MASONRY (OR ROUGH OPENING), HEIGHT6.
ALL DOOR FRAMES SHALL BE FITTED WITH DOOR SILENCERS. 5.
SHALL BE FASTENED WITH MINIMUM OF THREE FASTENING POINTS PER SIDE AT REGULAR INTERVALS.
FRAMES SHALL BE MOUNTED AND ADJUSTED IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. FRAMES4.
BE THREE HINGES AT EACH DOOR, AT LEAST 200/16/5 MM, WITH BALL BEARINGS, SECURED BY THREADED PINS.
HARDWARE SHALL BE HEAVY DUTY, COMMERCIAL GRADE, STAINLESS STEEL WITH A MATTE FINISH. THERE SHALL3.
DOORS AND FRAME COLORS SHALL MATCH ADJACENT WALL COLORS AS SELECTED BY THE CONTRACTING OFFICER.2.
PROTECTION AGAINST AK-47 FIRE.
EXTERIOR DOOR, INCLUDING GLAZING, SHALL MEET THE REQUIREMENTS OF UL752, LEVEL 5 RESISTANCE FOR1.
1 SET SILENCERS
LOCK W/LEVERS, GRADE 1
1 EA LOCKSET F02, PRIVACY
1-1/2 PR HINGESHW-2
1 SET SILENCERS
1 SET WEATHERSEALS
1 EA THRESHOLD, J32130
LOCK, W/LEVERS, GRADE 1
1 EA LOCKSET F04, OFFICE DOOR
1-1/2 PR HINGESHW-1
A-601
4,7
A-601
5,8
A-601
6,9
A-601
A N
D D
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A
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D O
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H S
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F P a
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M A
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R A
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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A F
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A N
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A P
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ENGINEER DISTRICT
AFGHANISTAN
of Engineers
US Army Corps
S
IT
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D A
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P a
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P
M
DOOR TYPE, SEE PLATE A-601
MOUNTED BRACKET
FIRE EXTINGUISHER AND WALL
D-#
A
2500 500 0
SCALE: 1 : 50
2500 5000
GRAPHIC SCALE
LEGEND:
FLOOR DRAIN
WINDOW TYPE, SEE PLATE A-601
FEB
FD
D-1 D-1
GUARD HOUSE
A
B
2 3
TOILET
TOILET
D-2 D-2
SCALE: 1:50
HVAC PLAN
M-101
SLOPE SLOPE
FD FD
M-101
F P a
M -1
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M E
C H
A N
IC
A L P
L A
N
EUH
EF EF
85 CMH
WITH OPERATABLE LOUVER
EXHAUST FAN, PROPELLER TYPE
50 HERTZ
5kW, 220 VOLTS, 1 PHASE, ELECTRIC UNIT HEATER
EUH
EF
S O
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N N
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D A
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M A
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D E
S C
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IP
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A F
G H
A N
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T A
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IS
T R
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A P
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ENGINEER DISTRICT
AFGHANISTAN
of Engineers
US Army Corps
S
IT
E A
D A
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N
IS
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O R C
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E n g in e e ri n g \V a ri o u s P ro je c ts \F
P \C
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P a P -1
.d g n
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:1
P
M
500 0
SCALE: 1 : 50
2500 5000
GRAPHIC SCALE
GUARD HOUSE
TOILET
TOILET
D-2 D-2
FD FD
P-101
F P a P -1 p .d g n
NORTH
F L
O O
R P
L A
N P
L U
M B
IN
G
SOIL & WASTEITEMTYPE
PLUMBING FIXTURE LIST SCHEDULE
L-2 WALL HUNG LAVATORY
W-1 EASTERN STYLE WATER CLOSET 100mm
40mm ------------------------------------
REMARKS 2
FINISH
CAST IRON WITH BAKED ENAMEL
FLUSH TANK
REMARKSHOT WATER
15mm
COLD WATER
15mm
15mm
VENT
40mm
ELECTRIC WATER HEATER SCHEDULE
HWH-1
SMITH
A.O.
220/1/50
MARK MANUF LOCATION
(Ltr)
STORAGE
KW
TOTAL
HERTZ
PHASE/
VOLTS/
REMARKS
FLOOR DRAIN -------------------------------------------- SLOPE FLOOR TO DRAIN
80 1.5
WASTE
COLD WATER
HOT WATER
LEGEND:
HWH-1
GUARD HOUSE
TOILET
TOILET
D-2 D-2
FD FD
GUARD HOUSE
TOILET
TOILET
D-2 D-2
FD FD
SCALE: 1:50
PLUMBING HOT & COLD PLAN
P-101
SCALE: 1:50
PLUMBING WASTE PLAN - ALTERNATE A
P-101
SCALE: 1:50
PLUMBING WASTE PLAN - ALTERNATE B
P-101
FD 50mm
KITCHEN SINK -----------------------------------15mm15mm---KS 40mm STAINLESS STEEL
TOILET
VALVE TO FLOOR
EXTEND DRAIN LINE FROM T&P
COCO
CO
CO
CO
CO
CO CO
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M A
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N
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R A
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IDENTIFICATION
SHEET
D A
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A P
P R
SHEET OF
fi
U .S
A R
M Y C
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P S O
F E
N G
IN
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A P
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ENGINEER DISTRICT
AFGHANISTAN
of Engineers
US Army Corps
S
IT
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D A
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P-901 SCALE: N.T.S.
P-901 SCALE: N.T.S.
P-901 SCALE: N.T.S.
GUARD HOUSE HOT & COLD ISOMETRIC
A N
S I
D
P L
U M
B
IN
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P-901
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VENT
W
1CO
KS
W
W
HB
HB
FD
FD
FD
FD
KS
WASTE
VENT
COLD WATER
HOT WATER
LEGEND:
L2
L2
L2
L2
WASTE & VENT ISOMETRIC - ALTERNATE BWATE & VENT ISOMTERIC - ALTERNATE A
L2
L2
HW
H-
F P a P -9
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R E n g in e e ri n g \V a ri o u s P ro je c ts \F
P \C
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P a P -9
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P
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M A
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N
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R A
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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A F
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ENGINEER DISTRICT
AFGHANISTAN
of Engineers
US Army Corps
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WB-4
WB-6WB-5
R E n g in e e ri n g \V a ri o u s P ro je c ts \F
P \C
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P a E -1
.d g n
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2500 500 0
SCALE: 1 : 50
2500 5000
GRAPHIC SCALE
SCALE: N.T.S.
PANEL WB SCHEDULE
E-101
SCALE: N.T.S.
POWER PLAN
E-101
SCALE: N.T.S.
RISER DIAGRAM
E-101
SCALE: N.T.S.
LIGHTING PLAN
E-101
UNIT HEATER
ELECTRODE
CONCRETE ENCASED GNDING
GROUND ROD ELECTRODE
WB
PANEL
S3 S3
S S
S S
WB-1
WB-2
WB-3
NG
60A MAIN
5.4 kVA
PANEL WB
GND IN 103mmC.
THE MINIMUM FEED SIZE SHALL BE (2) 25mm2 AND (1) 6mm2
BE INSTALLED FROM PANEL TO MDP PER NEC 250.32(B).
DROP LEVEL. EQUIPMENT GROUNDING CONDUCTOR SHALL
THE PANEL BUS WHILE MAINTAINING ACCEPTABLE VOLTAGE
FEED SHALL BE SIZED TO CARRY FULL LOAD CAPACITY OF
COMPOUND. AS PART OF THE SITE ADAPT PACKAGE, INCOMING
FEED BACK TO THE MAIN DISTRIBUTION POINT FOR THE
S3
SS
32A, 220V, LOCKABLE DISCONNECT SWITCH
FIXTURE MARK "B"
FIXTURE MARK "A"
LEGEND:
FIXTURE MARK "A*"
GENERAL NOTES:
F P a E -1
.d g n
E L E
C T
R
IC
A L P
L A
N S
E-101
SEPARATE AND DEDICATED CIRCUITS.
RECEPTACLES AT CABINET SHALL BE PLACED ON TWO
GROUND FAULT CIRCUIT INTERRUPTER DUPLEX 1.
- 220V - 1Ø 50HZ
- (1) A19 - 100W INCANDESCENT
POLYCARBONATE.
W/APPROVED LENS STABILIZED HIGH IMPACT
INCANDESCENT, WALL MOUNTED, ONE PIECE
- 220V - 1Ø 50HZ
- (2) 40W 3500K BULBS
ACRYLIC LENS AND ELECTRONIC BALLAST
FLUORESCENT FIXTURE WITH PRISMATIC
WRAP AROUND, SURFACE MOUNTED,
- 220V - 1Ø 50HZ
- (2) 40W 3500K BULBS
WITH EMERGENCY BALLAST
ACRYLIC LENS AND ELECTRONIC BALLAST
FLUORESCENT FIXTURE WITH PRISMATIC
WRAP AROUND, SURFACE MOUNTED,
EXHAUST FAN
RECEPTACLE
220V DUPLEX ELECTRICAL
PURPOSE SWITCH (3 WAY)
220V, 20A, 1P GENERAL
GUARD HOUSE
TOILET
TOILET
GUARD HOUSE
TOILET
TOILET
S O
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N N
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2 3
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4 5
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E
D A
T E
M A
R K
D E
S C
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IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A F
G H
A N
IS
T A
N D
IS
T R
IC
T
A P
O A
E
ENGINEER DISTRICT
AFGHANISTAN
of Engineers
US Army Corps
S
IT
E A
D A
P T D
E S
IG
N
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F P a G
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