30 BAR. DIA.
40
30 BAR. DIA.
L3/4
L3/2
VERIFY
G. BEAMS AND GIRDERS
L1
THICKNESS
MINIMUM TEMPERATURE BARS
100 mm
10mmØ @ 275mm O.C. EACH WAY
112.5 mm
10mmØ @ 238mm O.C. EACH WAY
10mmØ @ 212mm O.C. EACH WAY
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST BUILDING
CODE OF AMERICAN CONCRETE INSTITUTE (ACI-318) FOR REINFORCED CONCRETE
& STRUCTURAL STEEL WORK SHALL CONFORM WITH THE LATEST EDITION OF THE
A.I.S.C. SPECIFICATIONS IN SO FAR AS THEY DO NOT CONFLICT WITH THE REQUIREMENTS OF THE NATIONAL STRUCTURAL CODE FOR BUILDINGS AND LOCAL CODES.
125 mm
137.5 mm
150 mm
2. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT THE
END OF TWENTY EIGHT (28) DAYS WITH CORRESPONDING MAXIMUM SIZE
AGGREGATE AND SLUMPS AS FOLLOWS:
5 in. (130 mm)
COLUMNS & BEAMS
ON GROUND
3000 psi (20.7 MPa)
3/4 in. (19 mm)
5 in. (130 mm)
SUSPENDED BEAMS
3000 psi (20.7 MPa)
3/4 in. (19 mm)
5 in. (130 mm)
SUSPENDED SLABS
3000 psi (20.7 MPa)
3/8 in. (10 mm)
5 in. (130 mm)
CURBS AND SLAB
ON GRADE
2500 psi (17.2 MPa)
1 in. (25 mm)
4 in. (100 mm)
MOULDINGS
3000 psi (20.7 MPa)
3/8 in. (10 mm)
5 in. (130 mm)
L1/5
L4
L2/4
L2/4
L3/4
L3/4
3/4 EMBEDMENT LENGTH
LENGTH IN TABLE 'A'
TRANSVERSE TRIMMER BAR
(TOP & BOTTOM)
30mm CLEAR
(ALL AROUND)
L1
L2
L3
INTERIOR COLUMN
SUPPORT
EXTERIOR COLUMN
SUPPORT
WHEN COUNTED FOR
COMPRESSION EXTEND
20xDIA. BEYOND OPPOSITE
FACE OF SUPPORT
EXTERIOR GIRDER
SUPPORT
TENSION BARS EMBEDMENT LENGTH & LAP SPLICES (IN CENTIMETERS)
10mmØ @ 188mm O.C. EACH WAY
EMBEDMENT
LAPPED
EMBEDMENT
LAPPED
30
10mmØ @ 175mm O.C. EACH WAY
3. TYPICAL DETAIL OF PIPE SLEEVES THROUGH CONCRETE IS SHOWN AS FOLLOWS:
fc' = 17.2 MPa (2500 psi)
fc'= 20.7 MPa (3000 psi)
BAR SIZES
(mm)
Ø10
30
30
30
5. UNLESS OTHERWISE NOTED IN THE PLANS, ALL BEDDED SLABS SHALL BE REINFORCED WITH
10mmØ REBAR AT 250 mm O.C. EACH WAYAT CENTER OF SLAB, AND CONSTRUCTION JOINTS
FOR SAME SHALL NOT BE MORE THAN 8 METERS APART.
Ø12
30
36
30
30
Ø16
36
45
30
43
6. PROVIDE EXTRA REINFORCEMENTS FOR CORNER SLAB (TWO ADJACENT DISCONTINUOUS
EDGES AS SHOWN BELOW).
Ø20
36
55
39
61
52.5
62.5
57.5
65
56
95
62
105
Ø28
71
121
77
131
Ø32
93
158
101
172
Ø36
151
179
128
218
HORIZONTAL
DIAGONAL
1 1/2 in. (38mm)
BEAM STIRRUPS AND COLUMN TIES
1 1/2 in. (38mm)
WHERE CONCRETE IS EXPOSED TO EARTH
BUT POURED AGAINST FORMS
2 in. (50mm)
WHERE CONCRETE IS DEPOSITED
DIRECTLY AGAINST EARTH
3 in (75mm)
1 in. (25mm)
8. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS, SHALL BE PROPERLY
POSITIONED AND SECURED IN PLACE PRIOR TO PLACING OF CONCRETE.
9. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS,
TOOLS, EQUIPMENTS AND MECHANICAL BASES THAT ARE REQUIRED BY THE
ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS.
10. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN (7)
CONSECUTIVE DAYS IMMEDIATELY AFTER POURING BY THE USE OF WET BURLAP,
FOG SPRAYING, CURING COMPOUNDS OR OTHER APPROVED METHODS.
11. STRIPPING OF FORMS AND SHORES SHALL BE DONE AFTER A MINIMUM AMOUNT OF
TIME
2. FOOTINGS SHALL REST ON NATURAL SOIL 1.50 METERS BELOW GRADE LINE, UNLESS
OTHERWISE INDICATED BY THE ENGINEER. NO PART OF THE FOUNDATION SHALL REST
ON FILL UNLESS REPLACED WITH 1.0 m DEEP WELL-COMPACTED CRUSHED ROCK FILL..
COMPACTION OF ALL SUBGRADE SHALL BE AT 95% OF MDD BASED ON ASTM D698.
EMBEDMENT
LAPPED
Ø10
30
20
30
Ø12
20
30
21
34
Ø16
23
32.5
26
42.5
Ø20
28
37.5
31
50
Ø22
25
45
27.5
57.5
Ø25
37
51
41
67.5
Ø28
42
57.5
77
75
Ø32
46
64
52
85
Ø36
51
72
-
-
VERTICAL
SLEEVE
4. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO DEVISE & IMPLEMENT
EXCAVATION PROCEDURES THAT WILL ENSURE SAFETY OF LIFE & PROPERTY.
CONTRACTOR SHALL ENSURE THAT ALL EXISTING STRUCTURES ARE PROPERLY AND
ADEQUATELY SUPPORTED AGAINST SETTLEMENT OR MOVEMENT DURING CONSTRUCTION.
1. ALL NON-LOAD BEARING TYPE CONCRETE BLOCKS SHALL HAVE A UNIT WEIGHT
NOT TO EXCEED 80 PCF.
FOR LOAD BEARING TYPE CONCRETE BLOCKS, A MINIMUM COMPRESSIVE
STRENGTH OF 6.90 MPa SHALL BE DEVELOPED.
b
t
LINTEL IN BLOCK WALLS (PER 100mm THICKNESS)
REINFORCEMENT
HEIGHT OF
LINTEL (cm)
BOTTOM
TOP
1.20
1.80
13.80
20
1-10mmØ
1-10mmØ
24 HRS.
3. LINTEL BEAMS SHALL BEAR AT LEAST 8 INCHES (200 mm) ON EACH SIDE OF
MASONRY WALL OPENING.
1.50
1.90
13.80
20
1-10mmØ
1-10mmØ
SUSPENDED SLABS EXCEPT WHEN
ADDITIONAL LOADS ARE IMPOSED
1.80
2.20
13.80
20
1-10mmØ
1-10mmØ
8 DAYS
4. MASONRY WALL REINFORCEMENTS SHALL BE AS FOLLOWS, UNLESS NOTED:
2.10
2.50
17.20
20
1-16mmØ
1-10mmØ
2.40
WALLS
18 HRS.
2.80
17.20
20
1-16mmØ
1-10mmØ
2.70
3.10
17.20
20
1-20mmØ
1-10mmØ
BEAMS
14 DAYS
3.00
3.40
17.20
30
1-16mmØ
1-10mmØ
COLUMNS
3 DAYS
3.30
3.70
17.20
30
1-16mmØ
1-10mmØ
3.60
4.00
17.20
30
1-16mmØ
1-10mmØ
12. ON LAP SPLICE AND HOOKS:
a. ALL BARS FOR BEAMS AND COLUMNS SHALL BE LAPPED WITH A MIN. LENGTH
OF 30 x BAR DIAMETER.
b. ALL BARS FOR SUSPENDED SLABS SHALLE BE SPLICED WITH A MIN. LENGTH
OF 40 x BAR DIAMETER.
c. NO MORE THAN 50% OF THE BARS SHALL BE SPLICED WITHIN THE REQUIRED
LAP LENGTH.
d. 90° HOOKS WITH 12 x BAR DIAMETER EXTENSION (SPECIFICALLY FOR BEAMS)
SHALL BE ANCHORED INTO THE FAR FACE OF THE COLUMN.
13. CONCRETE SHALL BE DEPOSITED IN ITS FINAL POSITION WITHOUT SEGREGATION,
REHANDLING OR FLOWING. ADEQUATE VIBRATION OR APPROVED EQUAL METHOD
SHALL BE DONE DURING DEPOSITION OF CONCRETE.
HORIZONTAL REINFORCEMENT
8" (200 mm)
Ø12 @ 400 mm
Ø10 @ 600 mm (3 LAYERS)
6" (150 mm)
Ø10 @ 600 mm
Ø10 @ 600 mm (3 LAYERS)
4" (100 mm)
Ø10 @ 600 mm
Ø10 @ 600 mm (3 LAYERS)
5. REINFORCING BARS SHALL BE LAPPED WITH A MINIMUM OF 30 BAR DIAMETERS
WHERE SPLICED DOWELS FROM CONCRETE FOOTINGS OR SLABS SHALL EXTEND INTO
THE BLOCK WALL AT A MINIMUM OF 30 BAR DIAMETERS. REBARS TO BE TIED PROPERLY
WITH G.I. WIRES.
CORNER WALL
OPENING
DIAMETER
REINFORCING BARS
DIAGONAL
HORIZONTAL
FOR SIZE AND SPACING
OF HOR. & VERT. BARS
SEE CONSTRUCTION NOTES
STIRRUP
VERTICAL
2 - Ø12STEEL
2 - Ø12
K. STRUCTURAL
Ø<
= 100
<
2 - Ø12
2 -USED
Ø12 FOR FABRICATION
2 - Ø12
Ø12 ERECTION
- @50
= 150
<Ø
1.150
ALL
STRUCTURAL
STEEL TO BE
AND
SHALL
COMPLY
<
WITH
ALL
THE
PERTINENT
PROVISIONS
OF
AISC.
2 - Ø16
2 - Ø16
2 - Ø16
150 < Ø = 200
Ø12 - @50
2. ALL STRUCTURAL
STEEL
SHAPES
&
PLATES
SHALL
CONFORM
TO
STD.
REQUIREMENTS
< 250
2 - Ø20
2 - Ø16
2 - Ø16
Ø12
- @50
200
Ø=
OF< AISC
FOR ASTM A36 STEEL. MIN. YIELD STRENGTH = 248
MPa
OR 36000 psi.
3. ALL COLD FORMED STEEL SHAPES SHALL CONFORM TO STD. REQUIREMENTS
OF AISC FOR JIS G3141 SPCC. MIN. YIELD STRENGTH = 227 MPa OR 33000 psi.
CHB WALL
INTERSECTION WALL
DOWEL BARS TO MATCH
CHB HOR. BARS
12mm THK. EXPANSION JOINT
WITH MASTIC FILLER
4. ALL PIPES & TUBES SHALL CONFORM TO STD. REQUIREMENTS OF ASTM A53.
MIN. YIELD STRENGTH = 248 MPa OR 36000 psi.
5. ALL SHOP AND FIELD WELDS SHALL CONFORM WITH AWS STRUCTURAL WELD CODE D1-1.
USE E60XX ELECTRODE. WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS.
6. ALL BOLTS, NUTS AND WASHERS SHALL BE HIGH-STRENGTH & CONFORM TO A307
OR A325 UNLESS OTHERWISE INDICATED. ANCHOR BOLTS SHALL LIKEWISE BE OF
EQUAL STRENGTH AS A325 BOLT OF THE SAME SIZE .
R.C. COLUMN OR WALL
INTERSECTING R.C. COLUMN OR WALL
1-Ø16mm VERT. BARS
NOTE : USE 10mmØ STIRRUPS SPACED @ 200mm O.C.
'L'
0.20
6. ALL CELLS CONTAINING REINFORCING BARS OR INSERTS SHALL BE SOLIDLY
FILLED WITH CONCRETE GROUT (REFER TO SPECIFICATIONS ).
'L'
0.20
0.20
FOR SIZE AND SPACING
OF HOR. & VERT. BARS
SEE CONSTRUCTION NOTES
0.20
OPENING OR END WALL
7. WELD HORIZONTAL BARS FOR CHB WALL TO STEEL COLUMNS WHERE APPLICABLE.
12mmØ BARS ON SIDES
OF DOOR OPENING
14. SAMPLING FOR COMPRESSIVE STRENGTH TESTS SHALL BE MADE IN ACCORDANCE
WITH SPECIFICATIONS.
1-Ø16mm VERT. BARS
REINFORCING BAR FOR SLEEVES
1. REINFORCEMENTS FOR CONCRETE LINTEL BEAMS FOR OPENINGS (DOORS & WINDOWS) SHALL BE
AS FOLLOWS:
MIN. fc'
MPa
FOR SIZE AND SPACING
OF HOR. & VERT. BARS
SEE CONSTRUCTION NOTES
PROVIDE 3-Ø10 EXTRA STIRR.
EACH SIDE OF SLEEVES.
6. GENERALLY NO SPLICE SHALL BE PERMITTED AT POINTS WHERE CRITICAL BENDING STRESSES
OCCUR. SPLICES WHERE SO PERMITTED SHALL BE AS INDICATED IN TABLES A & B. WELDED SPLICES
SHALL DEVELOP IN TENSION AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR.
NO MORE THAN 50% OF THE BARS AT ANY ONE SECTION SHALL BE ALLOWED TO BE SPLICED THEREIN.
FOUNDATION
VERTICAL REINFORCEMENT
CHB WALL
12mm THK. EXPANSION JOINT
WITH MASTIC FILLER
5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS SHALL BE 18.75mm CLEAR FOR
JOISTS & 37.50mm CLEAR FOR BEAMS AND GIRDERS.
CLEAR SPAN 'L' TOTAL LENGTH
(L + 0.40 , m)
(m)
1-Ø16mm VERT. BARS
SLEEVES FOR UTILITY
PIPES MAX. 1/3D
4. IF THERE ARE TWO OR MORE LAYERS OF REINFORCING BARS, USE 25mm DIAMETER BAR
SEPARATORS SPACED ABOUT 90 cm ON CENTER. IN NO CASE SHALL THERE BE LESS THAN
TWO (2) SEPARATORS BETWEEN LAYERS OF BARS.
2. PROVIDE 1-Ø10mm VERTICAL BAR AT CORNERS, INTERSECTIONS, END OF
WALLS AND EACH SIDE OF OPENINGS.
WALL THICKNESS
STIRRUPS
MAIN REINFORCEMENT
H. LINTEL BEAMS IN CHB WALLS
E. MASONRY AND CONCRETE BLOCKS
400
LAPPED
20
3. IF BEAM REINFORCING BARS END IN A WALL, THE CLEAR DISTANCE FROM THE BAR TO THE
FARTHER FACE OF THE WALL SHALL NOT BE LESS THAN 25mm. EMDEDMENT LENGTH SHALL
BE AS SHOWN IN TABLE-A & TABLE-B ACCORDINGLY.
3. THE CONTRACTOR SHALL NOTIFY IN WRITING THE ENGINEER AFTER FOOTING
EXCAVATION HAS BEEN COMPLETED AND PRIOR TO CONCRETING TO CONFIRM
THE DESIGN SOIL BEARING CAPACITY AND IF ACTUAL SOIL PROPERTY APPEARS
WEAKER THAN ASSUMED.
6. FILL AND SUBGRADE UNDER SLABS AND FOOTINGS SHALL BE COMPACTED TO A MINIMUM
95% OF MDD (MAXIMUM DRY DENSITY) BASED ON ASTM D698.
EMBEDMENT
t OR 1/4D
1. FOOTINGS WERE DESIGNED FOR A SOIL BEARING CAPACITY OF 2000 psf FOR AN EMBEDMENT
OF 2 METERS & 1470 psf FOR AN EMBEDMENT OF 1.5 METERS OR LESS.
fc' = 17.2 MPa (2500 psi)
fc'= 20.7 MPa (3000 psi)
BAR SIZES
(mm)
D
D. FOUNDATION AND FOOTINGS
5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE 75 mm CLEAR
FOR CONCRETE DEPOSITED AGAINST THE GROUND AND 50 mm CLEAR IF DEPOSITED
AGAINST A FORMWORK.
12mm THK. EXPANSION JOINT
WITH MASTIC FILLER
400
3/4 in. (19mm)
SLAB ON GRADE
WALLS ABOVE GRADE
D
TYPICAL DETAIL FOR BEAM
OR SLAB CHANGE SOFFIT
COMPRESSION BARS EMBEDMENT LENGTH & LAP SPLICES (IN CM)
a. ALL SLABS ON GRADE SHALL BE DESIGNED WITH A MINIMUM WATER CEMENT RATIO OF
OF 0.42. ANY DECREASE IN WORKABILITY SHALL BE COMPENSATED USING A PLASTICIZER.
b. ALL SLOPES SHALL BE POURED INTEGRAL WITH SLAB OVERLAYS & TOPPING SHALL NOT
BE ALLOWED UNLESS APPROVED OR SPECIFIED BY ENGINEER.
c. CONTINUOUS WET CURING OF CONCRETE BY PONDING SHALL BE DONE FOR AT LEAST
14 DAYS UNLESS OTHERWISE SPECIFIED.
40 BAR DIA
(MIN)
STIRRUPS
TABLE - B
4. BARS OF REINFORCED CONCRETE EXPOSED TO THE WEATHER SHALL PREFERABLE BE
PROTECTED AT LEAST 38mm AND IN NO CASE LESS THAN 25mm CONCRETE COVER. THIS
PROVISION MAY BE WAIVED WHEN ADEQUATE WATERPROOFING IS PROVIDED BUT SHALL
IN NO CASE BE LESS THAN 20mm.
SUSPENDED SLABS
40 BAR DIA
2t=FOR SLAB
D=FOR
BEAM
40 BAR DIA.
a
Ø22
Ø25
TYPICAL SLAB AND BEAM
CONSTRUCTION JOINT DETAIL
IN TWO WAY SLABS, EXTEND
BARS UP TO BEAM SUPPORT
1. ALL EMBEDDED PIPES FOR UTILITIES, ETC. SHALL BE MAXIMUM 100mm DIAMETER SINGLE
RIGID GALVANIZED IRON PIPE UNLESS OTHERWISE SPECIFIED OR APPROVED IN WRITING
BY THE STRUCTURAL ENGINEER.
2. SUCH PIPES WHEN SO EMBEDDED SHALL NOT TAKE UP MORE THAN FOUR (4) PERCENT
OF THE GROSS AREA OF THE CONCRETE MEMBER.
TABLE - A
7. ON SLABS ON GRADE:
3. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615. USE GRADE40 FOR Ø16mm
& SMALLER, GRADE 60 FOR REBARS Ø20mm & BIGGER.
ALL BARS 12mmØ AND BIGGER SHALL BE DEFORMED. BARS SMALLER THAN 12mmØ
MAY BE PLAIN BARS.
6. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS.
MAIN REINFORCEMENTS
TO BE CONTINUOUS
J. EMBEDDED PIPES IN CONCRETE
SEE TABLE 'B' FOR
LENGTH OF LAPPED SPLICE
2. SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL LAP OR EXTEND IN
ACCORDANCE WITH TABLE-A OR B.
5-10mmØ TOP BARS SP. @ 200mm O.C.
5. IN GENERAL, THE LATEST EDITION OF ACI-315, MANUAL OF STANDARD PRACTICE
DETAILING REINFORCED CONCRETE STRUCTURES SHALL BE ADHERED TO UNLESS
OTHERWISE SHOWN OR NOTED.
10mmØ x 1m LONG @ 300 O.C.
NOTE:
OMIT TRIMMER BARS WHERE
OPENING IS FRAMED BY BEAM.
OPENING
SLAB
SEE TABLE 'B'
FOR LENGTH
OF EMBEDMENT
5-10mmØ BOTTOM BARS SP. @ 200mm O.C.
LOCATION
L1/4
SEE TABLE 'A'
FOR LENGTH
OF EMBEDMENT
(DOWEL)
MAX. SLUMP
1 in. (25 mm)
2/3 L4
(DOWEL)
MAX. AGGREGATE SIZE
3000 psi (20.7 MPa)
L3/3
L3
SCHEDULE OF MINIMUM SLAB REINFORCEMENT
B. CONCRETE AND REINFORCEMENT
28 DAYS STRENGTH
L3/5
4. TEMPERATURE BARS FOR SLAB SHALL BE GENERALLY PLACED NEAR THE FACE IN TENSION
AND SHALL NOT BE LESS THAN 0.0025xBT, AND AS FOLLOWS:
6. IN CASE OF DISCREPANCIES AS TO THE LAYOUT DIMENSIONS AND ELEVATIONS
BETWEEN THE STRUCTURAL PLANS AND OTHER DRAWINGS. THE CONTRACTOR
SHALL NOTIFY BOTH THE STRUCTURAL ENGINEERS AND THE OWNER'S REPRESENTATIVE OR SITE ENGINER IN WRITING BEFORE PROCEEDING WITH AFFECTED WORK.
FOUNDATION &
RETAINING WALLS
L2/5
L2
3. IF SLABS ARE REINFORCED BOTHWAYS, BARS ALONG THE SHORTER SPAN SHALL BE PLACED
BELOW THOSE ALONG THE LONG SPAN AT THE CENTER AND OVER AT THE SUPPORTS. FOR
THE REINFORCING BARS NEAR THE SUPPORTS, THE SPACING OF THE BARS AT THE COLUMN
STRIPS SHALL BE APPROXIMATELY ONE AND A HALF (1-1/2) THAT IN THE MIDDLE STRIPS BUT
IN NO CASE GREATER THAN TWO AND A HALF (2-1/2) TIMES THE SLAB THICKNESS NOR 450mm.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE
SHORINGS AND BRACING TO THE STRUCTURE FOR ALL LOADS THAT MAYBE
IMPOSED DURING CONSTRUCTION.
5. IN REFERENCE TO OTHER DRAWINGS, SEE ARCHITECTURAL DRAWINGS FOR
DEPRESSIONS IN FLOOR SLABS, OPENINGS IN WALLS AND SLABS, INTERIOR
PARTITIONS, LOCATION OF DRAINS, ETC.
LOCATION
L2/5
25
LONGITUDINAL TRIMMER BAR
(TOP & BOTTOM)
1. TYPICAL BAR BENDING AND CUTTING DETAILS FOR BEAMS AND GIRDERS SHALL BE AS SHOWN
IN FIGURE BELOW:
L1/5
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ALL WORK IS TO BEGIN.
CHECK WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR CONDUITS, PIPE
SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE. INDICATED DIMENSIONS SHALL
GOVERN AND DISTANCES OR SIZES SHALL NOT BE SCALED FOR CONSTRUCTION
PURPOSES.
WHERE JOINT IS AT POINT OF
STRESS, PROVIDE SHEAR RODS
WITH ENGINEERS APPROVAL
BEAM
a
2. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL
STEEL, MISCELLANEOUS IRON, PRE-CAST CONCRETE ETC. SHALL BE SUBMITTED
FOR ENGINEER'S APPROVAL BEFORE FABRICATION.
MAIN REINFORCEMENTS
TO BE CONTINUOUS
(TOP & BOT. BARS)
VERIFY
DEPRESSION
L2/4
t/3 t/3
L2/4
1. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS
OTHERWISE SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET
SPECIAL CONDITIONS.
t/3
L1/3
12mmØ x 1.00 m LONG DIAGONAL BAR
@ MID-DEPTH OF SLAB AT ALL CORNERS
2. COLUMN AND PEDESTAL TIES SHALL BE PROTECTED BY A COVERING OF CONCRETE CAST
MONOLITHICALLY WITH THE CORE WITH MINIMUM THICKNESS OF 38 mm AND NOT LESS THAN
1-1/3 TIMES MAXIMUM SIZE OF COARSE AGGREGATE.
400mm
(TYPICAL)
L1/3
1. OTHERWISE SPECIFIED, OPENINGS ON SUSPENDED SLABS SHALL HAVE ADDITIONAL
REINFORCEMENT AS SHOWN BELOW:
1. FOR ALL TIED COLUMNS AND PEDESTALS, PROVIDE EXTRA 4 SETS OF TIES AT 100 mm O.C.
FOR COLUMN REINFORCEMENTS JUST ABOVE THE FLOOR, JUST BELOW THE GIRDER AND
AT CONSTRUCTION JOINTS.
2. UNLESS OTHERWISE DETAILED, IN CONTINUOUS SLABS HAVING SAME REINFORCEMENT
RUNNING IN ONE DIRECTION, REINFORCING BARS SHALL BE BENT UP, EXTENDED, OR CUT
AS FOLLOWS:
A. GENERAL
I. CONCRETE SLAB OPENINGS
F. CONCRETE COLUMNS & PEDESTALS
1. ALL SLAB REINFORCEMENT SHALL BE 20mm CLEAR MINIMUM FROM BOTTOM AND FROM
TOP OF SLAB.
t=FOR SLAB
D=FOR
BEAM
C. CONCRETE SLABS
CONSTRUCTION NOTES ARE SUPPLEMENTAL TO AND FORM PART OF THE PLANS,
DRAWINGS & SPECIFICATIONS. WHERE DETAILS OR REQUIREMENTS ARE NOT
COVERED BY THE PLANS OR SPECIFICATIONS, THESE GENERAL CONSTRUCTION
NOTES SHALL BE USED INSOFAR AS THEY ARE APPLICABLE TO SATISFY REQUIREMENTS OF GOOD CONSTRUCTION PRACTICE. IN CASE OF QUESTIONS ARISING FROM
THE INTERPRETATION OF OR CONFLICT WITH OTHER DOCUMENTS, THE ATTENTION
OF THE OWNER/ENGINEERS MUST BE CALLED IN WRITING.
D/3 D/3
D/3
CONSTRUCTION NOTES
OPENING
10mmØ BAR AROUND
WINDOW OPENING (TYP.)
TYPICAL MASONRY WALL
CONNECTION DETAILS
OPENING
FIN. FLR.
2-STOREY RESIDENTIAL
MARK CHRISTIAN D. ESGUERRA
SHEET NO. :
OWNER :
PROJECT TITLE :
S-1
MR. MELCHOR L. LICUDAN
CIVIL/STRUCTURAL ENGINEER
PRC REG NO.: 0164558
EXPIRATION.: MARCH 21, 2024
PTR NO.: 7387127
DATE.: JANUARY 07, 2022
ISSUED AT: STA ROSA N.E.
LOCATION :
CAD BY :
BRGY. BRGY. BANTUG CITY OF MUNOZ
CHECKED BY :
REVISION :
01 09
4175
2000
1200
C3
F2
7
C1
F1
6
C1
GB
C3
GB
GB
C1
5
C1
C1
GB
2300
2300
F3
C3
C1
F1
5
4175
6
C1
D
3500
8
C3
F2
1000
7
C
GB
8
B
C1
GB
3500
A
1200
2000
D
GB
C
GB
B
1000
A
F1
F3
1
F1
C1
C2
1
C1
F1
GB
C1
GB
GB
C1
C2
C1
GB
C2
C1
GB
2
C1
C1
C2
2000
C1
2650
F1
F3
C2
GB
3
GB
2
C1
2650
2000
F1
C1
F1
GB
GB
C1
F1
3
GB
4
GB
4
10mØ DRSB @ 300mm O.C.
BOTH WAYS FOR ALL SLABS
ON FILL
GB
2850
2850
F1
GB
GB
C1
C2
C1
F3
FOUNDATION PLAN
SCALE
GRADE BEAM LAYOUT
1:100
SCALE
SHEET NO. :
OWNER :
PROJECT TITLE :
2-STOREY RESIDENTIAL
MARK CHRISTIAN D. ESGUERRA
1:100
S-2
MR. MELCHOR L. LICUDAN
CIVIL/STRUCTURAL ENGINEER
PRC REG NO.: 0164558
EXPIRATION.: MARCH 21, 2024
PTR NO.: 7387127
DATE.: JANUARY 07, 2022
ISSUED AT: STA ROSA N.E.
LOCATION :
CAD BY :
BRGY. BRGY. BANTUG CITY OF MUNOZ
CHECKED BY :
REVISION :
02 09
C
4175
2850
B3
B20
RB1
RB1
RB1
RB1
RB2
RB1
1
2ND FLOOR FRAMING PLAN
SCALE
RB1
RB1
2650
GR1
CB
CB
S14
CB
GR1
S13
S12
B2
GR2
GR2
2650
S11
RB1
2
C1
S10
1
2000
GR1
PC
RBCB
S9
GR1
2
RB1
3
GR2
B3
B2
GR2
GR2
2000
S8
S5
S7
GR2
S6
RB1
4
RB1
C1
B1
3
RB2
RB1
GR2
RB1
RB1
GR1
GR2
GR2
2850
CB
4
RBCB
5
B3
S4
S3
B4
5
RB2
2300
GR2
2300
B3
GR2
D
4175
6
S2
C1
3500
1200
GR2
GR2
S1
CB
7
GR2
6
C
8
GR2
1200
B1
1000
7
2000
GR2
8
B
RB1
3500
A
RBCB
2000
D
RB2
B
1000
A
ROOF FRAMING PLAN
1:100
SCALE
SHEET NO. :
OWNER :
PROJECT TITLE :
2-STOREY RESIDENTIAL
MARK CHRISTIAN D. ESGUERRA
1:100
S-3
MR. MELCHOR L. LICUDAN
CIVIL/STRUCTURAL ENGINEER
PRC REG NO.: 0164558
EXPIRATION.: MARCH 21, 2024
PTR NO.: 7387127
DATE.: JANUARY 07, 2022
ISSUED AT: STA ROSA N.E.
LOCATION :
CAD BY :
BRGY. BRGY. BANTUG CITY OF MUNOZ
CHECKED BY :
REVISION :
03 09
FOOTING SECTION
SCALE
PLAN VIEW
DNTS
SCALE
DNTS
SCHEDULE OF ISOLATED FOOTING REINFORCEMENT
DIMENSION
X
Y
DIRECTION DIRECTION
FOOTING
MARK
WIDTH
LENGTH
F1
1600
1600
350
16mm
9-16mm
9-16mm
ISOLATED FOOTING
@ DEPTH OF 1.50m
FROM N.G.L.
F2
1200
1200
400
16mm
8-16mm
8-16mm
ISOLATED FOOTING
@ DEPTH OF 1.50m
FROM N.G.L.
2200
400
16mm
13-16mm
13-16mm
CANTILEVER FOOTING
REMARKS
SCHEDULE OF REINFORCED CONCRETE BEAMS @ FOUNDATION LEVEL
BEAM SECTION
MARK
GB
WIDTH
(B)
DEPTH
(H)
200mm
400mm
LONGITUDINAL REINFORCEMENTS
BAR Ø
MIDSPAN RIGHT END
LOCATION LEFT END
SECTION
SECTION
SECTION
TOP BARS
3 - 16mmØ
3 - 16mmØ
3 - 16mmØ
BOTTOM BARS
3 - 16mmØ
3 - 16mmØ
3 - 16mmØ
STIRRUPS
10mm :1@50mm 12@100mm 5@150mm REST @ 250mm O.C. TO C.L.
@ DEPTH OF 1.50m
FROM N.G.L.
SEE CONSTRUCTION NOTES
FOR MASONRY WALL REINFORCEMENTS (TYPICAL)
150mm THK. CONCRETE SLAB-ON-GRADE
10mmØ DRSB @ 300mm O.C. BOTH WAYS
TOP OF SLAB
(DOWEL)
DOWEL TO MATCH
CHB VERT. BARS
(TYP)
FFL
DOWEL BARS TO MATCH
CHB VERT. BARS
DOWEL TO MATCH
CHB VERT. BARS
WHERE SLAB
DEPRESSION OCCURS
(TYP)
FIN. FLR. LVL.
NGL
30 BAR
DIAMETER
2200
REMARKS
100 150
75
F3
THICKNESS RSB SIZE
6-Ø10 BARS (AS SHOWN)
3-Ø10 BOT. BARS
SUBGRADE COMPACTED TO 95% MDD
BASED ON ASTM D-698
Ø12 BOT. BARS
@ 300 O.C.
50mm THK. GRAVEL BED COMPACTED TO
95% MDD BASED ON ASTM D-698
WF-1
AT EDGE / PERIMETER CHB WALL
SLAB ON GRADE DETAILS
SCALE
Ø12 BOT. BARS @ 300 O.C.
WF-2
AT INTERIOR CHB WALLS
WF-3
AT INTERIOR WALLS WITH
SLAB ELEVATION DIFFERENCE
WALL FOOTING DETAILS
NTS
SCALE
SHEET NO. :
OWNER :
PROJECT TITLE :
2-STOREY RESIDENTIAL
MARK CHRISTIAN D. ESGUERRA
NTS
S-4
MR. MELCHOR L. LICUDAN
CIVIL/STRUCTURAL ENGINEER
PRC REG NO.: 0164558
EXPIRATION.: MARCH 21, 2024
PTR NO.: 7387127
DATE.: JANUARY 07, 2022
ISSUED AT: STA ROSA N.E.
LOCATION :
CAD BY :
BRGY. BRGY. BANTUG CITY OF MUNOZ
CHECKED BY :
REVISION :
04 08
LAT. TIES
L/4
0.165L
0.22L
GIRDER TO COLUMN
CONNECTION DETAIL
COLUMN ELEVATION SHOWING
DOWELS AND TIES SPACING DETAILS
SCALE
NTS
WALL REINFORCING AT
R.C. COLUMN
SPLICE
WALL REINFORCING
AT CORNER
SCALE
NTS
WALL BASE REINFORCING
AT INTERSECTION
400
CHB STIFFENER BEAM DETAILS
SECTION
STIFFENER COLUMN DETAILS
ON CHB WALLS
2-STOREY RESIDENTIAL
MARK CHRISTIAN D. ESGUERRA
SHEET NO. :
OWNER :
PROJECT TITLE :
S-5
MR. MELCHOR L. LICUDAN
CIVIL/STRUCTURAL ENGINEER
PRC REG NO.: 0164558
EXPIRATION.: MARCH 21, 2024
PTR NO.: 7387127
DATE.: JANUARY 07, 2022
ISSUED AT: STA ROSA N.E.
LOCATION :
CAD BY :
BRGY. BRGY. BANTUG CITY OF MUNOZ
CHECKED BY :
REVISION :
05 09
ELEVATION
ELEVATION
SECTION
SECTION
TYPICAL GRAVITY REINFORCED
CONCRETE BEAM DETAIL
TYPICAL DUCTILE MOMENT
FRAME BEAM DETAIL
SCALE
SECTION OF 3 SETS STIRRUPS
NTS
SCALE
SHEET NO. :
OWNER :
PROJECT TITLE :
2-STOREY RESIDENTIAL
MARK CHRISTIAN D. ESGUERRA
NTS
S-6
MR. MELCHOR L. LICUDAN
CIVIL/STRUCTURAL ENGINEER
PRC REG NO.: 0164558
EXPIRATION.: MARCH 21, 2024
PTR NO.: 7387127
DATE.: JANUARY 07, 2022
ISSUED AT: STA ROSA N.E.
LOCATION :
CAD BY :
BRGY. BRGY. BANTUG CITY OF MUNOZ
CHECKED BY :
REVISION :
06 09
SCHEDULE OF REINFORCED CONCRETE BEAMS @ 2NDLEVEL
BEAM SECTION
MARK
LONGITUDINAL REINFORCEMENTS
WIDTH
(B)
DEPTH
(H)
GR1
200mm
450mm
GR2
200mm
450mm
B1
200mm
450mm
B2
200mm
400mm
B3
200mm
350mm
B4
200mm
450mm
CB
200mm
450mm
BAR Ø
LOCATION LEFT END
SECTION
MIDSPAN
SECTION
RIGHT END
SECTION
TOP BARS
5 - 16mmØ
3 - 16mmØ
5 - 16mmØ
BOTTOM BARS
3 - 16mmØ
4 - 16mmØ
3 - 16mmØ
TOP BARS
4 - 16mmØ
3 - 16mmØ
4 - 16mmØ
BOTTOM BARS
3 - 16mmØ
3 - 16mmØ
3 - 16mmØ
TOP BARS
3 - 16mmØ
3 - 16mmØ
3 - 16mmØ
BOTTOM BARS
3 - 16mmØ
3 - 16mmØ
3 - 16mmØ
TOP BARS
2 - 16mmØ
2 - 16mmØ
2 - 16mmØ
BOTTOM BARS
2 - 16mmØ
3 - 16mmØ
2 - 16mmØ
TOP BARS
2 - 16mmØ
2 - 16mmØ
2 - 16mmØ
BOTTOM BARS
2 - 16mmØ
2 - 16mmØ
2 - 16mmØ
TOP BARS
3 - 16mmØ
3 - 16mmØ
3 - 16mmØ
BOTTOM BARS
3 - 16mmØ
5 - 16mmØ
3 - 16mmØ
TOP BARS
4 - 16mmØ
4 - 16mmØ
4 - 16mmØ
BOTTOM BARS
2 - 16mmØ
2 - 16mmØ
2 - 16mmØ
TYPE
STIRRUPS
10mm :1@50mm 12@100mm 5@150mm REST @ 200mm O.C. TO C.L.
A
10mm :1@50mm 12@100mm 5@150mm REST @ 200mm O.C. TO C.L.
A
10mm :1@50mm 12@100mm 5@150mm REST @ 200mm O.C. TO C.L.
A
10mm :1@50mm 12@100mm 5@150mm REST @ 200mm O.C. TO C.L.
A
10mm :1@50mm 12@100mm 5@150mm REST @ 200mm O.C. TO C.L.
A
10mm :1@50mm 12@100mm 5@150mm REST @ 200mm O.C. TO C.L.
A
10mm :1@50mm 12@100mm 5@150mm REST @ 175mm O.C. TO C.L.
A
SCHEDULE OF REINFORCED CONCRETE BEAMS @ ROOF LEVEL
RB1
200mm
400mm
RB2
200mm
400mm
RBCB
200mm
400mm
TOP BARS
3 - 16mmØ
2 - 16mmØ
3 - 16mmØ
BOTTOM BARS
2 - 16mmØ
2 - 16mmØ
2 - 16mmØ
TOP BARS
2 - 16mmØ
2 - 16mmØ
2 - 16mmØ
BOTTOM BARS
2 - 16mmØ
2 - 16mmØ
2 - 16mmØ
TOP BARS
3 - 16mmØ
3 - 16mmØ
3 - 16mmØ
BOTTOM BARS
2 - 16mmØ
2 - 16mmØ
2 - 16mmØ
10mm :1@50mm 12@100mm 5@150mm REST @ 200mm O.C. TO C.L.
A
10mm :1@50mm 12@100mm 5@150mm REST @ 200mm O.C. TO C.L.
A
10mm :1@50mm 12@100mm 5@150mm REST @ 200mm O.C. TO C.L.
A
2-STOREY RESIDENTIAL
MARK CHRISTIAN D. ESGUERRA
SHEET NO. :
OWNER :
PROJECT TITLE :
S-7
MR. MELCHOR L. LICUDAN
CIVIL/STRUCTURAL ENGINEER
PRC REG NO.: 0164558
EXPIRATION.: MARCH 21, 2024
PTR NO.: 7387127
DATE.: JANUARY 07, 2022
ISSUED AT: STA ROSA N.E.
LOCATION :
CAD BY :
BRGY. BRGY. BANTUG CITY OF MUNOZ
CHECKED BY :
REVISION :
07 09
SCHEDULE OF SLAB REINFORCEMENT
SLAB
NUMBERS
THK
TYPE
S1
115
S2
BOTTOM REINFORCEMENT
TOP REINFORCEMENT
DISTRIBUTION
SHORT SPAN
(BENT UP)
LONG SPAN
(BENT UP)
SS CONT.
LS CONT.
2-Way
#10 @ 180
#10 @ 180
--
#10 @ 180
#10 @ 180
115
2-Way
#10 @ 180
#10 @ 180
#10 @ 180
#10 @ 180
#10 @ 180
S3
115
1-Way
#10 @ 180
--
#10 @ 180
--
#10 @ 180
S4
115
2-Way
#10 @ 180
#10 @ 180
#10 @ 180
#10 @ 180
#10 @ 180
S5
115
1-Way
#10 @ 180
--
#10 @ 180
--
#10 @ 180
S6
115
2-Way
#10 @ 180
#10 @ 180
#10 @ 180
#10 @ 180
#10 @ 180
S7
115
1-Way
#10 @ 180
--
#10 @ 180
--
#10 @ 180
S8
115
2-Way
#10 @ 180
#10 @ 180
--
#10 @ 180
#10 @ 180
S9
115
1-Way
#10 @ 180
--
#10 @ 180
--
#10 @ 180
S10
115
1-Way
#10 @ 180
--
#10 @ 180
--
#10 @ 180
S11
115
1-Way
#10 @ 180
--
#10 @ 180
--
#10 @ 180
S12
115
2-Way
#10 @ 180
#10 @ 180
#10 @ 180
#10 @ 180
#10 @ 180
S13
115
1-Way
#10 @ 180
--
#10 @ 180
--
#10 @ 180
S14
115
2-Way
#10 @ 180
#10 @ 180
#10 @ 180
#10 @ 180
#10 @ 180
L/4
Ld
L/4
250
L/4
400
400
STAIR DETAILS
SCALE
SHEET NO. :
OWNER :
PROJECT TITLE :
2-STOREY RESIDENTIAL
MARK CHRISTIAN D. ESGUERRA
NTS
S-8
MR. MELCHOR L. LICUDAN
CIVIL/STRUCTURAL ENGINEER
PRC REG NO.: 0164558
EXPIRATION.: MARCH 21, 2024
PTR NO.: 7387127
DATE.: JANUARY 07, 2022
ISSUED AT: STA ROSA N.E.
LOCATION :
CAD BY :
BRGY. BRGY. BANTUG CITY OF MUNOZ
CHECKED BY :
REVISION :
08 09
A
B
C
3500
50 100 50
FULLY WELD
4175
50
2000
D
2" x 4" x 3 16 " C - PURLINS
RAFTERS SPACED @ 500mm O.C.
1200
8
HT
HT
1000
HT
HT
HT
HT
HT
6
HT
HT
2300
12mm Ø SAG ROD
NTS
1 " MS PLATE
4
2L 2" x 3" x 1 4"
ANGLE BAR
VERIFY
T
T
3
HT
S-1
HT
HT
HT
2000
SCALE:
HT
HT
HT
HT
HT
B
S-1
HT
HT
925
925
VERIFY
HT
HT
HT
T
HT
2650
DETAILS
2" x 4" x 3 16 "
C - PURLINS
CL
T
2
CL
HT
HT
HT
T
NTS
HT
HT
2850
A
S-1
HT
HT
T
4
HT
HT
T
5
METAL FURRING,
CEILING JOIST and
CEILING HANGER
HT
HT
SCALE:
4 - 12mm Ø x 350mm
ANCHOR BOLT
W/ NUT & WASHER
3" DIA. PVC PIPE
DOWN SPOUT
HT
HT
B
S-1
AIR VENTILLATION
PLAN
HT
HT
HT
HT
HT
1
TYPICAL TRUSS DETAILS
HT
HT
SCALE
HT
HT
HT
HT
HT
HT
C
D
4175
HT
HT
NTS
VERIFY
7
HT
1" x 12" fascia board
w/ SPANISH GUTTER
CONCRETE BEAM
(SEE STRUCTURAL DETAILS)
200mm x 300mm x 12mm
THK. BASE PLATE
50
1 " BASE PLATE
4
12mm Ø BAR
ANCHOR BOLT
TRUSS
BOTTOM CHORD
300
LONG SPAN RIB TYPE ROOF
HT
HT
HT
HT
HT
HT
HT
VERIFY
T
T
TYPICAL HALF TRUSS DETAILS
ROOF TRUSS PLAN
SCALE
NTS
1:100
SCALE
2-STOREY RESIDENTIAL
MARK CHRISTIAN D. ESGUERRA
SHEET NO. :
OWNER :
PROJECT TITLE :
S-9
MR. MELCHOR L. LICUDAN
CIVIL/STRUCTURAL ENGINEER
PRC REG NO.: 0164558
EXPIRATION.: MARCH 21, 2024
PTR NO.: 7387127
DATE.: JANUARY 07, 2022
ISSUED AT: STA ROSA N.E.
LOCATION :
CAD BY :
BRGY. BRGY. BANTUG CITY OF MUNOZ
CHECKED BY :
REVISION :
09 09