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S-001
ST
RU
CT
UR
AL IN
DE
X
STRUCTURAL INDEX
STRUCTURAL INDEX
STRUCTURAL GENERAL NOTES
FOUNDATION PLAN
REINFORCED BLOCK WALL LOCATIONS
BEAM LAYOUT LEVEL I AND LEVEL 2
SLAB REINFORCEMENT LEVEL 1 AND LEVEL 2
BEAM LAYOUT LEVEL 3
SLAB REINFORCEMENT LEVEL 3
BUILDING SECTIONS
FOUNDATION DETAILS I
FOUNDATION DETAILS II
COLUMN FOUNDATION DETAILS
COLUMN DETAILS
TYPICAL BEAM ELEVATIONS
BEAM DETAILS
ELEVATED SLAB REBAR DETAILS
LINTEL DETAILS
RECEPTION BUILDING AND GUARD TOWER TYPICAL DETAILS
TYPICAL BLOCK WALL REINFORCEMENT
TYPICAL BLOCK WALL DETAILS
TYPICAL REINFORCEMENT DETAILS
TYPICAL DETAILS FOR GUARD TOWERS AND RECEPTION BUILDING
SEPTIC TANK DETAILS
S-001
S-002
S-101
S-102
S-201
S-202
S-401
S-402
S-501
S-502
S-503
S-504
S-505
S-508
S-509
S-510
S-511
S-512
S-513
S-514
S-515
S-516
S-517
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US Army Corps
of Engineers
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S-002
ST
RU
CT
UR
AL
GE
NE
RA
L
NO
TE
S
GENERAL NOTES
A. GENERAL
1. DESIGN BASED ON IBC 2006 AND ALL REFERENCED STANDARDS PER
CHAPTER 35 OF IBC 2006 TO INCLUDE ASCE 7-05 FOR LOADS, ACI 318-05
FOR CONCRETE, AND ACI 530-05 FOR MASONRY. THE IBC 2006 SHALL BE
USED FOR ALL CONSTRUCTION AND DESIGN ACTIVITIES.
2. GENERAL NOTES AND STANDARD DRAWINGS APPLY TO ALL STRUCTURAL
WORKS UNLESS OTHERWISE SPECIFIED.
3. THE DRAWINGS SHOW THE FINISHED STRUCTURE. THE DRAWINGS DO
NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION.
4. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL,
ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADE CONTRACTORS.
5. NO STRUCTURAL CHANGE FROM THE APPORVED PLANS AND
SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL
FROM THE COR IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES
WITHOUT THE WRITTEN APPROVAL SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO BE REPAIRED OR REPLACED AS DIRECTED.
6. ALL MATERIALS MUST CONFORM TO ASTM STANDARDS.
B. LOADING
1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH IBC 2006 SEISMIC DESIGN
CATEGORY D WITH SEISMIC PARAMETERS Ss = 1.5 and S1 = 0.6.
2. LIVE LOADS = 2.4KN/M2 FOR GROUND AND FIRST FLOOR, AND 0.96
KN/M2 FOR ROOF.
3. DEAD LOADS - SELF WEIGHT + 1 KN/M2 FOR GROUND AND
FIRST FLOOR AND 3.4 KN/M2 FOR ROOF.
4. WIND LOADS = 160KPH
C. FOUNDATION
1. DESIGN SOIL BEARING CAPACITY IS 40 KN PER SQUARE METER. THIS
BEARING CAPACITY MUST BE VALIDATED WITH A GEOTECHNICAL REPORT.
2. SULPHATE RESISTING CEMENT (TYPE V) SHALL BE USED IN ALL
CONCRETE WORKS IN CONTACT WITH EARTH.
3. THE SUB-BASE MATERIAL (20% CALIFORNIA BEARING RATIO AS A LOWER
LIMIT) SHALL BE USED UNDERNEATH FOOTINGS AND SLABS. THE SUB-BASE
SHALL BE PLACED IN LAYERS LESS THAN OR EQUAL TO 20 CM THICK AND
COMPACTED TO 95% OF THE MAXIMUM DENSITY MEASURED BY MODIFIED
PROCTOR.
4. ALL CONCRETE IN CONTACT WITH THE SOIL MUST BE ISOLATED WITH 6
MILTHICK PLASTIC.
5. A FLINT COAT SHALL BE APPLIED TO ALL FOUNDATION AND WALL
SURFACES THAT COME INTO DIRECT CONTACT WITH THE EARTH.
6. SEE S-101 FOR SLAB DEPRESSION LOCATIONS.
7. COLUMN DOWELS SHALL EXTEND OUT OF THE TOP OF THE FOUNDATION
TO THE TOP OF THE SPLICE. THE SPLICE OCCURS AT THE MID-HEIGHT OF
THE COLUMN. SEE SHEET S-504.
D. REINFORCED CONCRETE
1. MINIMUM 28 DAY COMPRESSIVE STRENGTH IS 21 MPa WITH STANDARD
CYLINDER TESTING.
2. ALL REINFORCING BARS SHALL BE DEFORMED AND SHALL COMPLY WITH
ACI 318-05 SECTION 3.5.3.1 AND HAVE A MINIMUM YIELD STRESS OF 420
MPa.
3. CLEAR COVER FOR REINFORCMENT SHALL BE AS FOLLOWS
A) BEAMS AND COLUMNS: 40 MM
B) FOOTINGS: 75 MM
C) SLAB: 20 MM
4. REQUIREMENTS FOR HOT WEATHER CONCRETE SHALL BE IN
ACCORDANCE WITH ACI 305R-99 AND ACI 318-05 SECTION 5.13.
5. THE VALUES OF SLUMP TESTS OF THE CONCRETE SHALL NOT EXCEED
125 MM AND ADDITIVES CAN BE USED WITH WATER AND SHALL COMPLY
WITH ACI 318-05 SECTION 3.6.
6. COLUMNS AND BEAMS SHALL USE ACCEPTABLE SEISMIC HOOPS SEE
SHEETS S-505 AND S-509 RESPECTIVELY.
E. STRUCTURAL STEEL
1. ALL STRUCTURAL STEEL SHALL BE GRADE A36 WITH YIELD STRESS (Fy)
EQUAL TO 248 MPa.
2. ALL STEEL PARTS SHALL CONFORM TO AISC 360-05.
F. REINFORCED MASONRY BLOCK
1. REINFORCED MASONRY BLOCK SHALL BE USED FOR THE WALLS
INDICATED ON DRAWING S-102 FOR THE MAIN POLICE STATION BUILDING AND
ALL OF THE EXTERIOR WALLS FOR THE GUARD TOWER AND RECEPTION
BUILDING. HORIZONTAL REINFORCEMENT SHALL BE 12 MM DIAMETER AND
SPACED NO MORE THAN 80 CM. VERTICAL REINFORCEMENT SHALL BE 12
MM DIAMETER AND SPACED NO MORE THAN 40 CM. SEE STRUCTURAL
DRAWINGS FOR FURTHER DETAILS.
2. REINFORCED CONCRETE BLOCK WALLS SHALL BE LOAD BEARING AND
SHALL CONFORM TO ASTM C145 AND C90 (TYPE 1, GRADE N) WITH A
MINIMUM COMPRESSIVE STRENGTH OF 10.0 MPa AT 28 DAYS.
3. MORTAR USED IN MASONRY CONSTRUCTION SHALL CONFORM TO ASTM
C270 (TYPE S) AND IBC 2006 TABLES 2103.8(1) AND THE PROPERTY
SPECIFICATIONS OF TABLE 2103.8(2) WITH A MINIMUM COMPRESSIVE
STRENGTH OF 10 MPa.
4. GROUT MIX SHALL CONFORM TO ASTM C476 WITH A MINIMUM
COMPRESSIVE STRENGTH OF 10.0 MPa.
5. ALL REINFORCING BARS SHALL BE DEFORMED AND SHALL COMPLY WITH
ACI 318-05 SECTION 3.5.3.1 AND HAVE A MINIMUM YIELD STRESS OF 420
MPa.
6. ALL BLOCK USED FOR REINFORCED MASONRY SHALL HAVE A WIDTH OF
20 CM.
7. ALL BLOCK USED FOR REINFORCED MASONRY SHALL HAVE BOND BEAMS
AT A MAXIMUM VERTICAL DISTANCE OF 80 CM AND IN ACOORDANCE WITH
OTHER SPACINGS SHOWN ON SHEET S-513. BLOCKS SHALL BE MOLDED OR
CUT TO FORM A BOND BEAM IN ACCORDANCE WITH THE BOND BEAM
DETAIL ON SHEET S-514. TWO BLOCKS, WHEN STACKED, SHALL HAVE A
MINIMUM CUT-OUT OF 6 CM VERTICAL AND 6 CM HORIZONTAL, CENTERED
ALONG THE LENGTH OF THE BLOCK.
G. UNREINFORCED PARTITION WALLS
1. THE TOP OF THE WALL MUST BE SECURED TO THE UNDERSIDE OF THE
BEAM OR SLAB IN ACCORDANCE WITH S-503. DO NOT DRILL INTO REBAR.
2. SPACING OF ANGLES TO SECURE THE TOP OF THE PARTITION WALLS
MUST NOT EXCEED 2.0 METERS AND THERE SHALL BE AT LEAST TWO
PAIRS OF ANGLES BETWEEN EACH SET OF COLUMNS.
H. MISC
1. ABBREVIATIONS ARE AS FOLLOWS:
F.F.L. = FINISHED FLOOR LEVEL
N.G.L. = NATURAL GROUND LEVEL
EX.L. = EXCAVATION LEVEL
R.L. = ROAD LEVEL
2. DEPENDING ON THE NATURE OF LAND TOPOGRAPHY, THE EXCAVATION
LEVEL MAY VARY AND THEREFORE IT WILL BE DECIDED AFTER THE CIVIL
SITE PLAN THE EXACT F.F.L., R.L. AND, N.G.L.
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4.00
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012 4 82 6
2.50
S-101
FO
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PL
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GENERAL NOTES
1.
SLAB DEPRESSIONS
LEGEND
SEE S-501, S-502, S-503 AND S-504 FOR
FOUNDATION DETAILS.
2.
TOP AND BOTTOM BOTH WAYS
SEE S-502 FOR FOUNDATION
DEPRESSION DETAILS.
A/S-502 TYP
A/S-502 TYP
B/S-502 TYP
D/S-502 TYP
C/S-502 TYP
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4.00
5.25
4.00 4.00 4.00 4.00 4.00 4.00
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S-102
GENERAL NOTES
1.
LEGEND
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REINFORCED BLOCK WALL
SEE S-501, S-503, S-513 AND S-514 FOR
REINFORCED BLOCK WALL DETAILS.
LOCATION OF REINFORCED BLOCK WALLS
REIN
FO
RC
ED
BL
OC
K
WA
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LO
CA
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NS
2. REINFORCED BLOCK WALLS EXTEND UP
THROUGH HEIGHT OF THE STRUCTURE
UNLESS NOTED OTHERWISE.
GROUND LEVEL ONLY
GROUND LEVEL ONLY
012 4 82 6
SCALE: 20mm = 3m
4.00
5.25
4.00 4.00 4.00 4.00 4.00 4.00
2.50
2.50
5.25
2.50
20.50
30.50
2.50
A B C D E F G H I
1
2
3
4
5
6
7
GENERAL NOTES
1.
2.
2.50
BEAM LAYOUT LEVEL 1 AND LEVEL 2
BE
AM
LA
YO
UT
LE
VE
L 1
AN
D
LE
VE
L 2
S-201
S S S S S S S S
S
S
S
S
SSSSSSSS
S
S
S
S
S
S
S
SS
AN "S" AFTER THE BEAM NUMBER
INDICATES A SPANDREL BEAM
REQUIRING INTERMEDIATE
BARS. SEE S-508 AND S-509.
SEE SHEETS S-508, AND
S-509 FOR BEAM SCHEDULE AND
SECTION CUTS.
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SCALE: 20mm = 3m
S-202
4.00
5.25
4.00 4.00 4.00 4.00 4.00 4.00
2.50
2.50
5.25
2.50
20.50
30.50
2.50
BAR
NO.LOCATION
3 32
1 1
2 2
3
12
3
222
2
2
4
7
6
5
4
3
2
1
A B C D E F G H I
TOP
BOTTOMTOP/BOTT
TOP
TOP
BOTT.1
2
3
4 12
12
12
12 200
200
220
250
BAR
SIZEØ' mm
SPACING
mm
SLAB THICKNESS =
160mm
SL
AB
REIN
FO
RC
EM
EN
T
LE
VE
L 1 A
ND
LE
VE
L 2
SLAB REINFORCEMENT LEVEL 1 AND LEVEL 2
GENERAL NOTES
2.50
2
2 2
1.
2.
3.
SEE SHEET S-510 FOR
SLAB REBAR DETAILS.
SPLICING OF BOTTOM BARS
SHALL BE 70cm IN LENGTH
AND OCCUR OVER SUPPORTS
(BEAMS) FOR SLAB REINFORCEMENT
ONLY.
BEAM SPLICES SHALL OCCUR AT
MIDSPAN PER S-508.
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SCALE: 20mm = 3mS-401
4.00
5.25
4.00 4.00 4.00 4.00 4.00 4.00
2.50
2.50
5.25
2.50
20.50
30.50
2.50
A B C D E F G H I
1
2
3
4
5
6
7
GENERAL NOTES
BEAM LAYOUT LEVEL 3
BE
AM
LA
YO
UT
LE
VE
L 3
1.
2.
2.50
AN "S" AFTER THE BEAM NUMBER
INDICATES A SPANDREL BEAM
REQUIRING INTERMEDIATE
BARS. SEE BEAM SCHEDULE.
SEE SHEETS S-508 AND
S-509 FOR BEAM SCHEDULE AND
SECTION CUTS.
S S S
S
SSS
S
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SO
UT
H, IR
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012 4 82 6
SCALE: 20mm = 3m
S-402
BAR
NO.LOCATION
TOP
BOTTOMTOP/BOTT
TOP
TOP
BOTT.1
2
3
4 12
12
12
12 200
200
220
250
BAR
SIZEØ' mm
SPACING
mm
4.00
5.25
4.00 4.00 4.00 4.00 4.00 4.00
2.50
2.50
5.25
2.50
20.50
30.50
2.5032
3
1
23
3
7
6
5
4
3
2
1
A B C D E F G H I
SLAB THICKNESS =
160mm
SL
AB
REIN
FO
RC
EM
EN
T
LE
VE
L 3
SLAB REINFORCEMENT LEVEL 3
GENERAL NOTES
2.50
1.
2.
3.
SEE SHEET S-510 FOR
SLAB REBAR DETAILS.
SPLICING OF BOTTOM BARS
SHALL BE 70cm IN LENGTH
AND OCCUR OVER SUPPORTS
(BEAMS) FOR SLAB REINFORCEMENT
ONLY.
BEAM SPLICES SHALL OCCUR AT
MIDSPAN PER S-508.
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SO
UT
H, IR
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Gulf Region District
SM
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ATIO
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X
X X
NA
ME
NA
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xxxxc-xxx.d
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NOT TO SCALE
SEE SLAB & BEAMS REINFORCEMENT
MORTAR
TERRAZZO TILES
COMPACTED SOIL
REINF. CONC. 400mm
G.F.L. +0.20
N.G.L.
S.W.L = 0.45
1.20m
0.25m
0.15m
0.4m
UPPER FLIGHT
F.F.L
LOWER FLIGHT
A
NOT TO SCALEBSTAIR - DETAIL SECTION
S-501
BUIL
DIN
G
SE
CTIO
NS
3.0m
3.0m
1.2m
250mm
400mm
1.50m
1.25m
3.95m
1.50m
0.20
0.20
0.30m
0.15m
MAX JOINT (1-1.5)cmFILLED WITH MASTIC
SEE LENTIL DETAILS
SEE LENTIL DETAILS
FULLY-GROUTEDCONCRETE BLOCKS 20cm
FULLY-GROUTEDCONCRETE BLOCKS 20cm
SKIRTING10mm
20mmPLASTERING
2 LAYERS POLYTHENE
SHEETS
SEE SLAB & BEAMS REINFORCEMENT
DOWEL BAR12mm @800
SEE SLABTHICKNESS
2 LAYERS
TYPICAL SECTION EXTERIOR WALL
GENERAL NOTES
FULLY-GROUTEDCONCRETE BLOCKS 20cm
FULLY-GROUTEDCONCRETE BLOCKS 20cm
FULLY-GROUTEDCONCRETE BLOCKS 20cm
REINFORCED PER SHEETS S-513 AND S-514
REINFORCED CONCRETERAFT FOUNDATIONSEE SHEET S-101
SEE S-503 AND S-514 FOR ADDITIONAL
REINFORCED BLOCK WALLS DETAILS.
THE CONTRACTOR SHALL CALCULATE
AND VERIFY ALL REQUIRED DIMENSIONS
FOR THE STAIRS AND SUBMIT FINALIZED
SHOP DRAWINGS, DETAILS, AND STRUCTURAL
CALCULATIONS TO THE CONTRACTING
OFFICER REPRESENTATIVE (COR) FOR APPROVAL.
EACH STEP SHALL MEET IBC 2006 STANDARDS
FOR RISE AND RUN. THE RISE SHALL BE
BETWEEN 10.2cm AND 17.8cm. THE MINIMUM
RUN SHALL BE 27.9cm.
1.
2.
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of Engineers
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NOT TO SCALE
CERAMIC TILES
MORTAR
7 TO 8 cm CONCRETE
COMPACTED CLEAN ENG. SOIL
COMPACTED SOIL
REINF. CONC. 400 mm
2 LAYERS POLYTHENE SHEETS
0.20m
0.40m
SECTION B
S-502
NOT TO SCALE
SECTION DNOT TO SCALE
G.F.F.
2250HOLLOW CONCRETE BLOCKS 20cm
PARTITION WALL 10cm
FO
UN
DA
TIO
N
DE
TAIL
S I
2 LAYERS
BRC GAGE 63 BRC GAGE 63
NOT TO SCALE
SECTION C TYPICAL DEPRESSEDSLAB ELEVATION W/ PARTITION
SECTION A TYPICAL DEPRESSED SLABAT EXTERIOR WALL
REINFORCED CONCRETE COLUMN SEE S-505 FOR
REINFORCEMENT.
80CM
1
1
CERAMIC TILES
MORTAR
7 TO 8 cm CONCRETE
COMPACTED CLEAN ENG. SOIL
COMPACTED SOIL
REINF. CONC. 400 mm
2 LAYERS POLYTHENE SHEETS
CERAMIC TILES
MORTAR
7 TO 8 cm CONCRETE
COMPACTED CLEAN ENG. SOIL
COMPACTED SOIL
REINF. CONC. 400 mm
2 LAYERS POLYTHENE SHEETS
BRC GAGE 63
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Gulf Region District
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NOT TO SCALE
S-503
FO
UN
DA
TIO
N
DE
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S II
ATTACHMENT OF UNREINFORCED PARTITION WALL TO BEAM ABOVE
NOT TO SCALE
ATTACHMENT OF UNREINFORCED PARTITION WALL TO SLAB ABOVE
NOT TO SCALE
SEE SHEETS S-513 AND S-514 FOR REINFORCEMENTSIZE, LOCATION, SPACING AND OPENING DETAILS
NOT TO SCALE
TYPICAL UNREINFORCED MASONRY BLOCK ORCLAY BRICK INFILL FOR INTERIOR PARTITION WALLS
TYPICAL REINFORCED MASONRY BLOCK INFILL WALL FOR EXTERIOR WALL FRAME
A B
C D
PARTITION WALL BRACING ANGLE MAXIMUM 2.0m ON CENTER WITH MINIMUM OF TWO PER BAY SEE SECTIONS C AND D
10cm
10cm
10cm
16cm
HOOK HORIZONTAL BARSVERTICALLY ADJACENT TOCOLUMNS.
SEE SHEET S-102 FOR REINFORCEDBLOCK WALL LOCATIONS.
SPACING OF ANGLES SHALL BE 2.0MOR LESS ON CENTER WITH A MINIMUM OF TWO SETS BETWEEN COLUMNS.
SPACING OF ANGLES SHALL BE 2.0MOR LESS ON CENTER WITH A MINIMUM OF TWO SETS BETWEEN COLUMNS.
10cm X 10cm X 6mm THICK X 16mm
ADHESIVE ANCHORS. PENETRATION INTO THE BEAM MUST NOT EXCEED 35mmANCHOR SHALL BE OF GRADE A325.DO NOT DRILL INTO REBAR.
10cm X 10cm X 6mm THICK X 16mm
ADHESIVE ANCHORS. PENETRATION INTO THE BEAM MUST NOT EXCEED 35mm, DONOT DRILL INTO REBAR.
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NOT TO SCALE NOT TO SCALE
N.G.L.
S.W.L. = 0.45m
0.40m
0.15m
1.20m
0.25m0.40m
0.20m
S-504
CO
LU
MN
FO
UN
DA
TIO
N
DE
TAIL
S
TYPICAL INTERIOR COLUMN FOUNDATION DETAIL
TYPICAL EXTERIORCOLUMN FOUNDATION DETAIL
2 LAYERS
2 LAYERS2 LAYERS
SEE S-505 FOR COLUMNDETAIL
SEE S-505FOR COLUMNREINFORCEMENT
H (CM)
0.40m
SEE S-505 FOR COLUMNDETAIL
SEE S-505FOR COLUMNREINFORCEMENT
0.40m
H (CM)120CMLAP SPLINCE
120CMLAP SPLINCE
(H-120CM)
2
(H-120CM)
2
(H-120CM)
2
(H-120CM)
2
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NOT TO SCALE
NOT TO SCALE
SINGLE PIECE HOOP WITH 135^HOOKS 75mm LONG
NOT TO SCALE
NOT TO SCALE
S-505
SPACING 100mm HOOPS
SPACING 100mm HOOPS
SPACING 100mm HOOPS
200mm SPACING OF TIES AT THE JOINT
COLUMN SPLICE (IF USED)MUST OCCUR AT MID-HEIGHTAT ALL LEVELS
200mm SPACING OFTIES AT THE JOINT
BEAMS
NOT ACCEPTABLE SEISMIC HOOPS FOR COLUMNS
ACCEPTABLE SEISMIC HOOPS FOR COLUMNS
CO
LU
MN
DE
TAIL
S
(H-120cm)/2
LAP SPLICE120cm
(H-120cm)/2
75mm
TYPICAL SECTION FOR ALL COLUMNS
H
75mm
40cm
40cm
TYPICAL COLUMN ELEVATION
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TY
PIC
AL
BE
AM
EL
EV
ATIO
NS
S-508
SEE PLAN
SEE PLAN
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
SEE PLAN
EQUAL SPACE EQUAL SPACE
EQUAL SPACE EQUAL SPACE
TB
BB
TB
BB
IB IB IB
IB
BB
10mm DIAMETER HOOPS@ 10cm SPACING,TYPICAL
10mm DIAMETER HOOPS@ 10cm SPACING,TYPICAL
10mm DIAMETER HOOPS@ 10cm SPACING,TYPICAL
10mm DIAMETER HOOPS@ 10cm SPACING,TYPICAL
10mm DIAMETER HOOPS@ 10cm SPACING,TYPICAL
GRID
GRID GRID
GRID GRID GRIDGRID
GRIDGRID
SEE PLAN
SEE PLAN
MID-SPANOCCUR AT SPLICES MUSTINTERMEDIATEBOTTOM, AND 70cm TOP,
IB
MID-SPANOCCUR AT SPLICES MUSTINTERMEDIATEBOTTOM, AND 70cm TOP,
GENERAL NOTES
TB
BBBB
TB
TYPICAL END SPAN WITH SPLICE TYPICAL INTERIOR SPAN, NO SPLICE NON-CONTINUOUS BEAM, NO SPLICE
TB
BB
TB
BB
TYPICAL INTERIOR SPAN WITH SPLICE TYPICAL END SPAN, NO SPLICE
TB
GRID
INTERMEDIATE BARS (IB) ONLY FOR SPANDREL
(EDGE) BEAMS. SPANDREL BEAMS ARE DESIGNATED
WITH AN "S" AT THE END OF THE BEAM NUMBER
ON SHEET S-201 & S-401.
SPLICES FOR TOP, INTERMEDIATE, AND BOTTOM
BARS MUST OCCUR AT MIDSPAN WHEN USED.
MINIMIZE NUMBER OF SPLICES IN BEAM LAYOUT.
THERE ARE TWO LAYERS OF TOP BARS.
ONLY ONE LAYER IS SHOWN FOR CLARITY.
SEE S-509.
1.
2.
3.
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S-509
BE
AM
DE
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S
NOT TO SCALE
0.5m
0.16m
0.34m
0.4m
0.16m
0.34m
0.4m
0.5m
NOT TO SCALE
10mm DIAMETER HOOPSSPACED AT 10cm ON CENTER.FIRST HOOP AT 5cm FROMTHE FACE OF EACH SUPPORT
SINGLE PIECE HOOP WITH 135^HOOKS 75mm LONG
SEISMIC STIRRUP WITH TOP CROSSTIE.ALTERNATE DIRECTION OF CROSSTIES.ONLY ONE SIDE, ALL CROSSTIES PLACEDWITH 90^ BEND ON SIDE WITH SLAB
SEISMIC HOOK CROSS TIE
135^
NOT TO SCALE
NOT ACCEPTABLE SEISMIC HOOPSNOT TO SCALE
OR
75mm
75mm75mmAND
ACCEPTABLE SEISMIC HOOPS FOR BEAMS
75mm
OF BEAM ABOVEEXTENDS TO UNDERSIDEOTHERWISE BLOCK WALL1.2m AT ROOF FOR PARAPET
4cm
6-16mmÉTB CONTINUOUS
BB CONTINUOUS
PERIMETER BEAM SECTION
4cm
BB CONTINUOUS
2-16mmÉIB CONTINUOUS
TB CONTINUOUS
TYPICAL BEAM SECTION
10mm DIAMETER HOOPS SPACED AT 10cm ON CENTER.FIRST HOOP AT 5cm FROM THEFACE OF EACH SUPPORT
2-16mmÉ IB CONTINUOUS
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3
1
2
2 1
3A A
B
B
L1
L2/3
L1/3L1/4
L1/5
L2/5L2/4
L2
TYPICAL REINFORCING BAR OF TWO WAY SLAB TWO SIDES CONTINUOUS
NOT TO SCALE
SECTION B-B
NOT TO SCALE
SECTION A-A
L1
L1/3 L1/4
L2
L2/3
L2/4
EL
EV
AT
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SL
AB
RE
BA
R
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S-510
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NOT TO SCALE
F10 @1502 F 164 F 162 F 162 F 16600600400
F10 @1502 F 163 F 162 F 162 F 16500500400
F10 @1502 F 162 F 162 F 162 F 16500500400
F10 @2002 F 122 F 122 F 122 F 12400400400
F10 @200--
3 F 123 F 12300300360
200200
400400
400
300
200
200
200
200
200 2 F 12 F10 @200- -
200 2 F 12200
1 F 122 F 12 1 F 12 F10 @2002 F 12
1 F 16 1 F 16 F10 @150300 2 F 16 2 F 16
F10 @1502 F 162 F 162 F 162 F 16350350
F10 @1502 F 163 F 162 F 162 F 16400
F10 @150
2 F 164 F 16
2 F 163 F 16
500 F10 @1502 F 162 F 16
2 F 162 F 16
500360
240
F10 @150
2 F 163 F 16
2 F 162 F 16
500
350
F10 @1502 F 162 F 16
2 F 162 F 16
500360
350240
F10 @150
2 F 162 F 16
1 F 161 F 16
500
350
F10 @1502 F 162 F 16
2 F 162 F 16
500360
350240
F10 @200
2 F 122 F 12
1 F 121 F 12
350
250
F10 @2002 F 122 F 12
2 F 122 F 12
350360
250240
F10 @200--
--
3 F 123 F 12
F10 @2002 F 122 F 12
300300400
200200240
A
A
mm
SPAN (L)
1000
1000
2000
2000
3000
3000
4000
4000
5000
b
mm mm
h a
mm R 1 R 2 R 3
REINFORCEMENT
R 4 STIRRUPS
OPENING LINTELS DETAILS SCHEDULE
NOT TO SCALE
SECTION A-A
NOT TO SCALE
TYPICAL LINTEL DETAILSUPPORTED BY COLUMNS
aSPAN = La
h
0.15L0.15LR1
R3
STIRRUP(S)
R4R2 R4
R2
R4
R3
R1
STIRRUP(S)
h
b
TOP REINFORCEMENT
BOTTOM REINFORCEMENT
S-511
0.25L 0.25L
LIN
TE
L
DE
TAIL
S
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GU
LF
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N
SO
UT
H, IR
AQ
Gulf Region District
SM
AL
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ATIO
N
X
X X
NA
ME
NA
ME
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NOT TO SCALE
TYPICAL PARAPET/WALL/SLABINTERSECTION DETAIL
NOT TO SCALE
TYPICAL INTERIOR WALLS OF TWO STORIES
NOT TO SCALE
TYPICAL INTERIOR WALL/SLAB SUPPORT
VERTICAL DOWELS TO MATCH
VERTICAL WALL REINFORCING
ADDITIONAL BENT DOWELS @80cm SPACING MAX
SLAB REINFORCEMENT NOT
SHOWN FOR CLARITY
VERTICAL BARS @40cm SPACING MAXIMUM
TO MATCH VERTICAL WALL REINFORCING
SLAB REINFORCEMENT, NOT SHOWN FOR CLARITY
ALTERNATE DIRECTION OF BEND EVERY OTHER
BAR BENT DOWEL TO MATCH VERTICAL
VERTICAL DOWEL TO MATCH
WALL REINFORCEMENT
SLAB REINFORCEMENT NOT
SHOWN FOR CLARITY
S-512
RE
CE
PTIO
N
BUIL
DIN
G
AN
D
GU
AR
D
TO
WE
R
TY
PIC
AL
DE
TAIL
S
PERIMETER BARS
PARAPETRECEPTION BUILDINGTOWER SEE A-303 FOR NO PARAPET AT GUARD
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NO.
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EN
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DIS
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RP
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LF
RE
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N
SO
UT
H, IR
AQ
Gulf Region District
SM
AL
L
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LIC
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ST
ATIO
N
X
X X
NA
ME
NA
ME
NA
ME
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NOT TO SCALE
GENERAL NOTES
CMU BLOCK
CONCRETE SLAB
CMU BLOCK
FOUNDATION SLAB
ADDITIONAL BENT
DOWELS AT 80cm
ON CENTER
VERITCAL BAR WITHIN 20cm
OF EACH CORNER EACH SIDE
BENT DOWELS TO MATCH VERTICAL
REINFORCEMENT SEE FOUNDATION DETAILS
S-513
CONTINUOUS
PERIMETER
SLAB BARS
1.
2.
3.
4.
5.
6.
7.
TYPICAL BLOCK WALL REINFORCEMENT FOR RECEPTION BUILDING AND GUARD TOWERS AND ALL REINFORCED BLOCK WALLS
TY
PIC
AL
BL
OC
K
WA
LL
REIN
FO
RC
EM
EN
T
ALL WALL REINFORCEMENT SHALL BE 12mm DIAMETER REBAR.
VERTICAL REINFORCEMENT SPACING NOT TO EXCEED 40CM.
HORIZONTAL REINFORCEMENT SPACING NOT TO EXCEED 80CM.
ALL LAP SPLICES SHALL BE A MINIMUM OF 70cm.
EVERY WALL OPENING SHALL HAVE ONE TRIM REBAR AROUND THE PERIMETER.
SEE SHEET S-511 FOR LINTEL INFORMATION.
SEE SHEET S-514 FOR ADDITIONAL DETAILS.
US Army Corps
of Engineers
1
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NO.
1 2 3 4 5
A
B
C
D
A/
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FIR
M
3
LIN
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DE
SIG
N
BY:
DR
AW
N
BY:
RE
VIE
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D
BY:
SO
L/
CO
NT
RA
CT
NO.
D
C
B
A
MO
NT
H
YE
AR
U.S.
AR
MY
EN
GIN
EE
R
DIS
TRIC
T
CO
RP
S
OF
EN
GIN
EE
RS
GU
LF
RE
GIO
N
SO
UT
H, IR
AQ
Gulf Region District
SM
AL
L
PO
LIC
E
ST
ATIO
N
X
X X
NA
ME
NA
ME
NA
ME
xxxxc-xxx.d
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NOT TO SCALE
NOT TO SCALE
JAMB/WALL-END PLAN
NOT TO SCALE
BOND BEAM HORIZONTAL REINFORCEMENT
3cm MIN
VERTICAL REBARMAXIMUM HORIZONTALSPACING SHALL BE 40cm
BOND BEAM
HORIZONTAL REBARMINIMUM VERTICAL SPACINGSHALL BE 80cm
90 DEGREE IN-PLANEVERTICAL HOOK
70cm
S-514
TYPICAL REINFORCEMENT BLOCK DETAILS, ALL STRUCTURES
TY
PIC
AL
BL
OC
K
WA
LL
DE
TAIL
S
FO
R
AL
L
ST
RU
CT
UR
ES
3cm MIN20cm
20cm
6cm MIN.
70cm MIN TYP.
70cm MIN TYP.
70cm MIN TYP.
OPENING CAN BE PRECASTOR SCORED (CUT) ANDREMOVED ON-SITE
US Army Corps
of Engineers
1
Descriptio
nDate
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Mark
2 3 4 5
SHEET NO.
OF
SEQUENCE NO.
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Accid
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File
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PR
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EC
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NO.
1 2 3 4 5
A
B
C
D
A/
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FIR
M
3
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OVID
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DE
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N
BY:
DR
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N
BY:
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VIE
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BY:
SO
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CO
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RA
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NO.
D
C
B
A
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YE
AR
U.S.
AR
MY
EN
GIN
EE
R
DIS
TRIC
T
CO
RP
S
OF
EN
GIN
EE
RS
GU
LF
RE
GIO
N
SO
UT
H, IR
AQ
Gulf Region District
SM
AL
L
PO
LIC
E
ST
ATIO
N
X
X X
NA
ME
NA
ME
NA
ME
xxxxc-xxx.d
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NOT TO SCALE
3db
4db
5db
MIN RBAR SIZE
MAIN RADIUS OF BEND
T
T
NO.10 THROUGH NO.25
NO.29, NO.32, NO.36
NO.34 & NO.57
NO.29, NO.32, NO. 36
NO.43, NO.57
NO.10 THRU NO.25
DEVELOPMENT LENGTH Ldh FOR HOOKED BARS
NOT TO SCALE
STANDARD HOOKS FOR DEVELOPMENTOF MAIN TENSION REINFORCEMENT
NOT TO SCALE
DEVELOPMENT LENGTH (Ldh) FOR HOOKED BAR
TT
NOT TO SCALE
DIMENSION FOR EMBEDMENT INTO COLUMN
NOT TO SCALE
NOT TO SCALE
TRAVERSE DUMMY JOINTS (D)
CONSTRUCTION JOINTAT MID SPAN OF SLAB
db
12db
Rdb
db>60mm
R
db
db
4db
5db
6db
Ldh
90 HOOK
180 HOOK
CRITICAL SECTION
TOP OF SLAB
MIN. OR DISTRIBUTION REINFORCEMENTJOINT @ MIDSPAN (MINIMUM
SHEAR AREA)
D/3
D/3
D
FILL WITH JOINTSEALER
B.R.C. TO CUTAT JOINT
TIMBERFILLET
0.005
0.07
0.07
0.02
0.04
0.04
0.08
0.6
0.045
0.1
0.1
0.2
THIC
KN
ES
S
OF
SL
AB
EMBEDMENTAVAILABLE STRAIGHT
"Ldh"AVAIALBE
TO HOOK50mm COVER
COLUMN REINFORCEMENT
S-515
TY
PIC
AL
REIN
FO
RC
EM
EN
T
DE
TAIL
S
c/c PAINTED AND GREASED BEFOREINSTALLATION OF ONE SIDE OF THE JOINT
BAR SIZE
DAI .(mm)
DEVELOPMENT
LENGTH (CM)
10
12
16
25
21
26
34
53
BAR SIZE
DAI .(mm)
DEVELOPMENT
LENGTH (CM)
10
12
16
25
50
70
90
120
NOT TO SCALE
MINIMUM STRAIGHT BAR LAP SPLICE LENGTH
5cm
US Army Corps
of Engineers
1
Descriptio
nDate
Appr.
Mark
2 3 4 5
SHEET NO.
OF
SEQUENCE NO.
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Accid
ents
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Tolerance
File
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PR
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EC
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NO.
1 2 3 4 5
A
B
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D
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3
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SIG
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BY:
DR
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N
BY:
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VIE
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BY:
SO
L/
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RA
CT
NO.
D
C
B
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MO
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H
YE
AR
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AR
MY
EN
GIN
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DIS
TRIC
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CO
RP
S
OF
EN
GIN
EE
RS
GU
LF
RE
GIO
N
SO
UT
H, IR
AQ
Gulf Region District
SM
AL
L
PO
LIC
E
ST
ATIO
N
X
X X
NA
ME
NA
ME
NA
ME
xxxxc-xxx.d
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NOT TO SCALE
GUARD TOWER ROOF REINFORCEMENT
NOT TO SCALE
1
1
NOT TO SCALE
TYPICAL RAFT FOUNDATION DETAIL FOR GUARD TOWERS AND RECEPTION BUILDING
AT OVERLONG
SEE SHEET S-512FOR DETAIL
SEE SHEET S-512FOR DETAIL
FLINT COAT
15cm THICK COMPACTEDTYPE C SUB-BASE NLT 95% MDD
30cm
15cm
100cm
TY
PIC
AL
DE
TAIL
S
FO
R
GU
AR
D
TO
WE
RS
AN
D
RE
CE
PTIO
N
BUIL
DIN
G
S-516
TYPICAL GUARD TOWER AND RECEPTION BUILDING ELEVATED SLAB REINFORCEMENT
1.0m TYP
PLASTIC 6mil
1.0m
US Army Corps
of Engineers
1
Descriptio
nDate
Appr.
Mark
2 3 4 5
SHEET NO.
OF
SEQUENCE NO.
ero
Accid
ents
ero
Tolerance
File
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Plot Date:
Plot Scale:
PR
OJ
EC
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NO.
1 2 3 4 5
A
B
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D
A/
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FIR
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3
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OVID
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DE
SIG
N
BY:
DR
AW
N
BY:
RE
VIE
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BY:
SO
L/
CO
NT
RA
CT
NO.
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C
B
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NT
H
YE
AR
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AR
MY
EN
GIN
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DIS
TRIC
T
CO
RP
S
OF
EN
GIN
EE
RS
GU
LF
RE
GIO
N
SO
UT
H, IR
AQ
Gulf Region District
SM
AL
L
PO
LIC
E
ST
ATIO
N
X
X X
NA
ME
NA
ME
NA
ME
xxxxc-xxx.d
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x:1
NOT TO SCALE
S-517
EACH WAY, TOP AND BOTTOM
30cm
TYPICAL SEPTIC TANK FOUNDATIONA
20cm
NOT TO SCALEBTYPICAL SEPTIC TANK ELEVATED SLAB
SE
PTIC
TA
NK
DE
TAIL
S
US Army Corps
of Engineers
1
Descriptio
nDate
Appr.
Mark
2 3 4 5
SHEET NO.
OF
SEQUENCE NO.
ero
Accid
ents
ero
Tolerance
File
Na
me:
Plot Date:
Plot Scale:
PR
OJ
EC
T
NO.
1 2 3 4 5
A
B
C
D
A/
E
FIR
M
3
LIN
ES
PR
OVID
ED
DE
SIG
N
BY:
DR
AW
N
BY:
RE
VIE
WE
D
BY:
SO
L/
CO
NT
RA
CT
NO.
D
C
B
A
MO
NT
H
YE
AR
U.S.
AR
MY
EN
GIN
EE
R
DIS
TRIC
T
CO
RP
S
OF
EN
GIN
EE
RS
GU
LF
RE
GIO
N
SO
UT
H, IR
AQ
Gulf Region District
SM
AL
L
PO
LIC
E
ST
ATIO
N
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