30 BAR. DIA. 40 30 BAR. DIA.

CONSTRUCTION NOTES
CONSTRUCTION NOTES ARE SUPPLEMENTAL TO AND FORM PART OF THE PLANS, C. CONCRETE SLABS F. CONCRETE COLUMNS & PEDESTALS I. CONCRETE SLAB OPENINGS
DRAWINGS & SPECIFICATIONS. WHERE DETAILS OR REQUIREMENTS ARE NOT
COVERED BY THE PLANS OR SPECIFICATIONS, THESE GENERAL CONSTRUCTION 1. ALL SLAB REINFORCEMENT SHALL BE 20mm CLEAR MINIMUM FROM BOTTOM AND FROM 1. OTHERWISE SPECIFIED, OPENINGS ON SUSPENDED SLABS SHALL HAVE ADDITIONAL

D/3 D/3
1. FOR ALL TIED COLUMNS AND PEDESTALS, PROVIDE EXTRA 4 SETS OF TIES AT 100 mm O.C.
NOTES SHALL BE USED INSOFAR AS THEY ARE APPLICABLE TO SATISFY REQUIRE- TOP OF SLAB. FOR COLUMN REINFORCEMENTS JUST ABOVE THE FLOOR, JUST BELOW THE GIRDER AND REINFORCEMENT AS SHOWN BELOW:

D/3
MENTS OF GOOD CONSTRUCTION PRACTICE. IN CASE OF QUESTIONS ARISING FROM 2. UNLESS OTHERWISE DETAILED, IN CONTINUOUS SLABS HAVING SAME REINFORCEMENT AT CONSTRUCTION JOINTS.

D
THE INTERPRETATION OF OR CONFLICT WITH OTHER DOCUMENTS, THE ATTENTION RUNNING IN ONE DIRECTION, REINFORCING BARS SHALL BE BENT UP, EXTENDED, OR CUT 12mmØ x 1.00 m LONG DIAGONAL BAR
OF THE OWNER/ENGINEERS MUST BE CALLED IN WRITING. 2. COLUMN AND PEDESTAL TIES SHALL BE PROTECTED BY A COVERING OF CONCRETE CAST @ MID-DEPTH OF SLAB AT ALL CORNERS
AS FOLLOWS:

(TYPICAL)
MONOLITHICALLY WITH THE CORE WITH MINIMUM THICKNESS OF 38 mm AND NOT LESS THAN

400mm
A. GENERAL L1/3 L1/3 L2/4 L2/4 L3/4 L3/2 1-1/3 TIMES MAXIMUM SIZE OF COARSE AGGREGATE.
1. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS MAIN REINFORCEMENTS WHERE JOINT IS AT POINT OF
TO BE CONTINUOUS STRESS, PROVIDE SHEAR RODS
OTHERWISE SHOWN OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET G. BEAMS AND GIRDERS LONGITUDINAL TRIMMER BAR (TOP & BOT. BARS) BEAM WITH ENGINEERS APPROVAL
SPECIAL CONDITIONS. (TOP & BOTTOM)

VERIFY
1. TYPICAL BAR BENDING AND CUTTING DETAILS FOR BEAMS AND GIRDERS SHALL BE AS SHOWN
2. SHOP DRAWINGS WITH ERECTION AND PLACING DIAGRAMS OF ALL STRUCTURAL
IN FIGURE BELOW:
25
STEEL, MISCELLANEOUS IRON, PRE-CAST CONCRETE ETC. SHALL BE SUBMITTED
FOR ENGINEER'S APPROVAL BEFORE FABRICATION.

t/3 t/3
L1/5 L2/5 L2/5 L3/5 L3/3 2/3 L4 L1/5 L1/4 L2/4 L2/4 L3/4 L3/4 3/4 EMBEDMENT LENGTH
TRANSVERSE TRIMMER BAR

t/3
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ALL WORK IS TO BEGIN. LENGTH IN TABLE 'A' (TOP & BOTTOM)
L1 L2 L3 L4 30mm CLEAR
CHECK WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR CONDUITS, PIPE SEE TABLE 'A'
SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE. INDICATED DIMENSIONS SHALL (ALL AROUND) OPENING NOTE:
FOR LENGTH
GOVERN AND DISTANCES OR SIZES SHALL NOT BE SCALED FOR CONSTRUCTION OF EMBEDMENT OMIT TRIMMER BARS WHERE 10mmØ x 1m LONG @ 300 O.C.
PURPOSES. 3. IF SLABS ARE REINFORCED BOTHWAYS, BARS ALONG THE SHORTER SPAN SHALL BE PLACED OPENING IS FRAMED BY BEAM.
BELOW THOSE ALONG THE LONG SPAN AT THE CENTER AND OVER AT THE SUPPORTS. FOR MAIN REINFORCEMENTS
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE TO BE CONTINUOUS
SHORINGS AND BRACING TO THE STRUCTURE FOR ALL LOADS THAT MAYBE THE REINFORCING BARS NEAR THE SUPPORTS, THE SPACING OF THE BARS AT THE COLUMN
IMPOSED DURING CONSTRUCTION. STRIPS SHALL BE APPROXIMATELY ONE AND A HALF (1-1/2) THAT IN THE MIDDLE STRIPS BUT SEE TABLE 'B' WHEN COUNTED FOR SLAB
FOR LENGTH COMPRESSION EXTEND IN TWO WAY SLABS, EXTEND
5. IN REFERENCE TO OTHER DRAWINGS, SEE ARCHITECTURAL DRAWINGS FOR IN NO CASE GREATER THAN TWO AND A HALF (2-1/2) TIMES THE SLAB THICKNESS NOR 450mm. OF EMBEDMENT BARS UP TO BEAM SUPPORT
L1 L2 L3 20xDIA. BEYOND OPPOSITE
DEPRESSIONS IN FLOOR SLABS, OPENINGS IN WALLS AND SLABS, INTERIOR 4. TEMPERATURE BARS FOR SLAB SHALL BE GENERALLY PLACED NEAR THE FACE IN TENSION FACE OF SUPPORT TYPICAL SLAB AND BEAM
PARTITIONS, LOCATION OF DRAINS, ETC. AND SHALL NOT BE LESS THAN 0.0025xBT, AND AS FOLLOWS: EXTERIOR COLUMN
SUPPORT
INTERIOR COLUMN
SUPPORT
EXTERIOR GIRDER
SUPPORT
CONSTRUCTION JOINT DETAIL
6. IN CASE OF DISCREPANCIES AS TO THE LAYOUT DIMENSIONS AND ELEVATIONS
BETWEEN THE STRUCTURAL PLANS AND OTHER DRAWINGS. THE CONTRACTOR
SEE TABLE 'B' FOR
LENGTH OF LAPPED SPLICE
J. EMBEDDED PIPES IN CONCRETE
SCHEDULE OF MINIMUM SLAB REINFORCEMENT
SHALL NOTIFY BOTH THE STRUCTURAL ENGINEERS AND THE OWNER'S REPRESENT- 2. SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL LAP OR EXTEND IN 1. ALL EMBEDDED PIPES FOR UTILITIES, ETC. SHALL BE MAXIMUM 100mm DIAMETER SINGLE
ATIVE OR SITE ENGINER IN WRITING BEFORE PROCEEDING WITH AFFECTED WORK. ACCORDANCE WITH TABLE-A OR B.
THICKNESS MINIMUM TEMPERATURE BARS RIGID GALVANIZED IRON PIPE UNLESS OTHERWISE SPECIFIED OR APPROVED IN WRITING
BY THE STRUCTURAL ENGINEER. 40 BAR DIA 40 BAR DIA
100 mm 10mmØ @ 275mm O.C. EACH WAY
B. CONCRETE AND REINFORCEMENT TABLE - A 2. SUCH PIPES WHEN SO EMBEDDED SHALL NOT TAKE UP MORE THAN FOUR (4) PERCENT

D=FOR BEAM

DEPRESSION
112.5 mm 10mmØ @ 238mm O.C. EACH WAY TENSION BARS EMBEDMENT LENGTH & LAP SPLICES (IN CENTIMETERS) OF THE GROSS AREA OF THE CONCRETE MEMBER.
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE LATEST BUILDING

VERIFY
t=FOR SLAB
CODE OF AMERICAN CONCRETE INSTITUTE (ACI-318) FOR REINFORCED CONCRETE 125 mm 10mmØ @ 212mm O.C. EACH WAY 3. TYPICAL DETAIL OF PIPE SLEEVES THROUGH CONCRETE IS SHOWN AS FOLLOWS:
BAR SIZES fc'= 20.7 MPa (3000 psi) fc' = 17.2 MPa (2500 psi)
& STRUCTURAL STEEL WORK SHALL CONFORM WITH THE LATEST EDITION OF THE 137.5 mm 10mmØ @ 188mm O.C. EACH WAY (mm) EMBEDMENT LAPPED EMBEDMENT LAPPED
A.I.S.C. SPECIFICATIONS IN SO FAR AS THEY DO NOT CONFLICT WITH THE REQUIRE-
150 mm 10mmØ @ 175mm O.C. EACH WAY
MENTS OF THE NATIONAL STRUCTURAL CODE FOR BUILDINGS AND LOCAL CODES. 30 30 30 30 STIRRUPS
Ø10
5. UNLESS OTHERWISE NOTED IN THE PLANS, ALL BEDDED SLABS SHALL BE REINFORCED WITH Ø12 30 36 30 30
2. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT THE HORIZONTAL DIAGONAL
10mmØ REBAR AT 250 mm O.C. EACH WAYAT CENTER OF SLAB, AND CONSTRUCTION JOINTS
END OF TWENTY EIGHT (28) DAYS WITH CORRESPONDING MAXIMUM SIZE FOR SAME SHALL NOT BE MORE THAN 8 METERS APART. Ø16 36 45 30 43
AGGREGATE AND SLUMPS AS FOLLOWS:
6. PROVIDE EXTRA REINFORCEMENTS FOR CORNER SLAB (TWO ADJACENT DISCONTINUOUS Ø20 36 55 39 61 2t=FOR SLAB
EDGES AS SHOWN BELOW). D=FOR BEAM

a
LOCATION 28 DAYS STRENGTH MAX. AGGREGATE SIZE MAX. SLUMP Ø22 52.5 62.5 57.5 65

FOUNDATION &
Ø25 56 95 62 105 40 BAR DIA.
3000 psi (20.7 MPa) 1 in. (25 mm) 5 in. (130 mm)
RETAINING WALLS Ø28 71 121 77 131 (MIN)
5-10mmØ BOTTOM BARS SP. @ 200mm O.C.
Ø32 93 158 101 172
COLUMNS & BEAMS
ON GROUND
3000 psi (20.7 MPa) 3/4 in. (19 mm) 5 in. (130 mm)
Ø36 151 179 128 218
TYPICAL DETAIL FOR BEAM
3/4 in. (19 mm) 5 in. (130 mm)
VERTICAL STIRRUPS OR SLAB CHANGE SOFFIT
SUSPENDED BEAMS 3000 psi (20.7 MPa) SLEEVE
5 in. (130 mm) TABLE - B b
SUSPENDED SLABS 3000 psi (20.7 MPa) 3/8 in. (10 mm)
5-10mmØ TOP BARS SP. @ 200mm O.C. COMPRESSION BARS EMBEDMENT LENGTH & LAP SPLICES (IN CM) MAIN REINFORCEMENT
CURBS AND SLAB 2500 psi (17.2 MPa) 4 in. (100 mm) 7. ON SLABS ON GRADE: 12mm THK. EXPANSION JOINT
1 in. (25 mm)
ON GRADE BAR SIZES fc'= 20.7 MPa (3000 psi) fc' = 17.2 MPa (2500 psi) WITH MASTIC FILLER
a. ALL SLABS ON GRADE SHALL BE DESIGNED WITH A MINIMUM WATER CEMENT RATIO OF

t OR 1/4D
5 in. (130 mm) (mm)

t
MOULDINGS 3000 psi (20.7 MPa) 3/8 in. (10 mm) OF 0.42. ANY DECREASE IN WORKABILITY SHALL BE COMPENSATED USING A PLASTICIZER. EMBEDMENT LAPPED EMBEDMENT LAPPED
b. ALL SLOPES SHALL BE POURED INTEGRAL WITH SLAB OVERLAYS & TOPPING SHALL NOT Ø10 20 30 20 30
3. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615. USE GRADE40 FOR Ø16mm

(DOWEL)
BE ALLOWED UNLESS APPROVED OR SPECIFIED BY ENGINEER.
20 30 21 34

400
& SMALLER, GRADE 60 FOR REBARS Ø20mm & BIGGER. Ø12

D
c. CONTINUOUS WET CURING OF CONCRETE BY PONDING SHALL BE DONE FOR AT LEAST
ALL BARS 12mmØ AND BIGGER SHALL BE DEFORMED. BARS SMALLER THAN 12mmØ
14 DAYS UNLESS OTHERWISE SPECIFIED. Ø16 23 32.5 26 42.5 1-Ø16mm VERT. BARS
MAY BE PLAIN BARS.
4. BARS OF REINFORCED CONCRETE EXPOSED TO THE WEATHER SHALL PREFERABLE BE Ø20 28 37.5 31 50 CHB WALL
PROTECTED AT LEAST 38mm AND IN NO CASE LESS THAN 25mm CONCRETE COVER. THIS D. FOUNDATION AND FOOTINGS Ø22 25 45 27.5 57.5 SLEEVES FOR UTILITY
PROVISION MAY BE WAIVED WHEN ADEQUATE WATERPROOFING IS PROVIDED BUT SHALL FOR SIZE AND SPACING
1. FOOTINGS WERE DESIGNED FOR A SOIL BEARING CAPACITY OF 2000 psf FOR AN EMBEDMENT PIPES MAX. 1/3D OF HOR. & VERT. BARS
IN NO CASE BE LESS THAN 20mm. Ø25 37 51 41 67.5
OF 2 METERS & 1470 psf FOR AN EMBEDMENT OF 1.5 METERS OR LESS. SEE CONSTRUCTION NOTES
Ø28 42 57.5 77 75 PROVIDE 3-Ø10 EXTRA STIRR.
5. IN GENERAL, THE LATEST EDITION OF ACI-315, MANUAL OF STANDARD PRACTICE 2. FOOTINGS SHALL REST ON NATURAL SOIL 1.50 METERS BELOW GRADE LINE, UNLESS
Ø32 46 64 52 85 EACH SIDE OF SLEEVES.
DETAILING REINFORCED CONCRETE STRUCTURES SHALL BE ADHERED TO 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..
CORNER WALL
OTHERWISE SHOWN OR NOTED. Ø36 51 72 - -
COMPACTION OF ALL SUBGRADE SHALL BE AT 95% OF MDD BASED ON ASTM D698. REINFORCING BAR FOR SLEEVES
6. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS.
3. IF BEAM REINFORCING BARS END IN A WALL, THE CLEAR DISTANCE FROM THE BAR TO THE 12mm THK. EXPANSION JOINT
3. THE CONTRACTOR SHALL NOTIFY IN WRITING THE ENGINEER AFTER FOOTING
FARTHER FACE OF THE WALL SHALL NOT BE LESS THAN 25mm. EMDEDMENT LENGTH SHALL OPENING REINFORCING BARS WITH MASTIC FILLER
SUSPENDED SLABS 3/4 in. (19mm) EXCAVATION HAS BEEN COMPLETED AND PRIOR TO CONCRETING TO CONFIRM
BE AS SHOWN IN TABLE-A & TABLE-B ACCORDINGLY. DIAMETER HORIZONTAL STIRRUP
1 1/2 in. (38mm) THE DESIGN SOIL BEARING CAPACITY AND IF ACTUAL SOIL PROPERTY APPEARS DIAGONAL VERTICAL
SLAB ON GRADE WEAKER THAN ASSUMED. 4. IF THERE ARE TWO OR MORE LAYERS OF REINFORCING BARS, USE 25mm DIAMETER BAR
WALLS ABOVE GRADE 1 in. (25mm)
SEPARATORS SPACED ABOUT 90 cm ON CENTER. IN NO CASE SHALL THERE BE LESS THAN Ø< = 100 2 - Ø12 2 - Ø12 - -
4. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO DEVISE & IMPLEMENT

(DOWEL)
BEAM STIRRUPS AND COLUMN TIES 1 1/2 in. (38mm) EXCAVATION PROCEDURES THAT WILL ENSURE SAFETY OF LIFE & PROPERTY. TWO (2) SEPARATORS BETWEEN LAYERS OF BARS. < 2 - Ø12 2 - Ø12 2 - Ø12 Ø12 - @50
150 < Ø = 150

400
WHERE CONCRETE IS EXPOSED TO EARTH CONTRACTOR SHALL ENSURE THAT ALL EXISTING STRUCTURES ARE PROPERLY AND <
2 in. (50mm) 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS SHALL BE 18.75mm CLEAR FOR 150< Ø = 200 2 - Ø16 2 - Ø16 2 - Ø16 Ø12 - @50
BUT POURED AGAINST FORMS ADEQUATELY SUPPORTED AGAINST SETTLEMENT OR MOVEMENT DURING CONSTRUCTION. 1-Ø16mm VERT. BARS
JOISTS & 37.50mm CLEAR FOR BEAMS AND GIRDERS.
WHERE CONCRETE IS DEPOSITED 5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE 75 mm CLEAR 200< Ø <
= 250 2 - Ø20 2 - Ø16 2 - Ø16 Ø12 - @50
3 in (75mm) FOR CONCRETE DEPOSITED AGAINST THE GROUND AND 50 mm CLEAR IF DEPOSITED 6. GENERALLY NO SPLICE SHALL BE PERMITTED AT POINTS WHERE CRITICAL BENDING STRESSES
DIRECTLY AGAINST EARTH
AGAINST A FORMWORK. OCCUR. SPLICES WHERE SO PERMITTED SHALL BE AS INDICATED IN TABLES A & B. WELDED SPLICES FOR SIZE AND SPACING
SHALL DEVELOP IN TENSION AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR. OF HOR. & VERT. BARS
8. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS, SHALL BE PROPERLY
POSITIONED AND SECURED IN PLACE PRIOR TO PLACING OF CONCRETE.
6. FILL AND SUBGRADE UNDER SLABS AND FOOTINGS SHALL BE COMPACTED TO A MINIMUM
95% OF MDD (MAXIMUM DRY DENSITY) BASED ON ASTM D698. NO MORE THAN 50% OF THE BARS AT ANY ONE SECTION SHALL BE ALLOWED TO BE SPLICED THEREIN.
K. STRUCTURAL STEEL SEE CONSTRUCTION NOTES
1. ALL STRUCTURAL STEEL TO BE USED FOR FABRICATION AND ERECTION SHALL CHB WALL
9. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS, H. LINTEL BEAMS IN CHB WALLS COMPLY WITH ALL THE PERTINENT PROVISIONS OF AISC.
TOOLS, EQUIPMENTS AND MECHANICAL BASES THAT ARE REQUIRED BY THE
ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS. E. MASONRY AND CONCRETE BLOCKS 1. REINFORCEMENTS FOR CONCRETE LINTEL BEAMS FOR OPENINGS (DOORS & WINDOWS) SHALL BE 2. ALL STRUCTURAL STEEL SHAPES & PLATES SHALL CONFORM TO STD. REQUIREMENTS
AS FOLLOWS: INTERSECTION WALL
1. ALL NON-LOAD BEARING TYPE CONCRETE BLOCKS SHALL HAVE A UNIT WEIGHT OF AISC FOR ASTM A36 STEEL. MIN. YIELD STRENGTH = 248 MPa OR 36000 psi.
10. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN (7)
NOT TO EXCEED 80 PCF. 3. ALL COLD FORMED STEEL SHAPES SHALL CONFORM TO STD. REQUIREMENTS
CONSECUTIVE DAYS IMMEDIATELY AFTER POURING BY THE USE OF WET BURLAP, LINTEL IN BLOCK WALLS (PER 100mm THICKNESS) DOWEL BARS TO MATCH
FOG SPRAYING, CURING COMPOUNDS OR OTHER APPROVED METHODS. FOR LOAD BEARING TYPE CONCRETE BLOCKS, A MINIMUM COMPRESSIVE OF AISC FOR JIS G3141 SPCC. MIN. YIELD STRENGTH = 227 MPa OR 33000 psi. CHB HOR. BARS
STRENGTH OF 6.90 MPa SHALL BE DEVELOPED. CLEAR SPAN 'L' TOTAL LENGTH MIN. fc' HEIGHT OF REINFORCEMENT
4. ALL PIPES & TUBES SHALL CONFORM TO STD. REQUIREMENTS OF ASTM A53. 12mm THK. EXPANSION JOINT
11. STRIPPING OF FORMS AND SHORES SHALL BE DONE AFTER A MINIMUM AMOUNT OF (m) (L + 0.40 , m) MPa LINTEL (cm) BOTTOM
2. PROVIDE 1-Ø10mm VERTICAL BAR AT CORNERS, INTERSECTIONS, END OF TOP MIN. YIELD STRENGTH = 248 MPa OR 36000 psi. WITH MASTIC FILLER
LOCATION TIME WALLS AND EACH SIDE OF OPENINGS. 1.20 1.80 13.80 20 1-10mmØ 1-10mmØ
5. ALL SHOP AND FIELD WELDS SHALL CONFORM WITH AWS STRUCTURAL WELD CODE D1-1.
3. LINTEL BEAMS SHALL BEAR AT LEAST 8 INCHES (200 mm) ON EACH SIDE OF 1.50 1.90 13.80 20 1-10mmØ 1-10mmØ USE E60XX ELECTRODE. WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS.
FOUNDATION 24 HRS.
MASONRY WALL OPENING. 1.80 2.20 13.80 20 1-10mmØ 1-10mmØ 6. ALL BOLTS, NUTS AND WASHERS SHALL BE HIGH-STRENGTH & CONFORM TO A307
SUSPENDED SLABS EXCEPT WHEN
8 DAYS 4. MASONRY WALL REINFORCEMENTS SHALL BE AS FOLLOWS, UNLESS NOTED: 2.10 2.50 17.20 20 1-16mmØ 1-10mmØ OR A325 UNLESS OTHERWISE INDICATED. ANCHOR BOLTS SHALL LIKEWISE BE OF
ADDITIONAL LOADS ARE IMPOSED
2.40 2.80 17.20 20 1-16mmØ 1-10mmØ EQUAL STRENGTH AS A325 BOLT OF THE SAME SIZE .
WALL THICKNESS VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT
WALLS 18 HRS. R.C. COLUMN OR WALL
8" (200 mm) 2.70 3.10 17.20 20 1-20mmØ 1-10mmØ
Ø12 @ 400 mm Ø10 @ 600 mm (3 LAYERS)
BEAMS 14 DAYS 3.00 3.40 17.20 30 1-16mmØ 1-10mmØ INTERSECTING R.C. COLUMN OR WALL
6" (150 mm) Ø10 @ 600 mm Ø10 @ 600 mm (3 LAYERS)
COLUMNS 3 DAYS 3.30 3.70 17.20 30 1-16mmØ 1-10mmØ
4" (100 mm) Ø10 @ 600 mm Ø10 @ 600 mm (3 LAYERS)
3.60 4.00 17.20 30 1-16mmØ 1-10mmØ 1-Ø16mm VERT. BARS
12. ON LAP SPLICE AND HOOKS:
a. ALL BARS FOR BEAMS AND COLUMNS SHALL BE LAPPED WITH A MIN. LENGTH 5. REINFORCING BARS SHALL BE LAPPED WITH A MINIMUM OF 30 BAR DIAMETERS NOTE : USE 10mmØ STIRRUPS SPACED @ 200mm O.C.
OF 30 x BAR DIAMETER. WHERE SPLICED DOWELS FROM CONCRETE FOOTINGS OR SLABS SHALL EXTEND INTO 0.20'L' 0.20 0.20 'L' 0.20
b. ALL BARS FOR SUSPENDED SLABS SHALLE BE SPLICED WITH A MIN. LENGTH THE BLOCK WALL AT A MINIMUM OF 30 BAR DIAMETERS. REBARS TO BE TIED PROPERLY
OF 40 x BAR DIAMETER. WITH G.I. WIRES.
c. NO MORE THAN 50% OF THE BARS SHALL BE SPLICED WITHIN THE REQUIRED 6. ALL CELLS CONTAINING REINFORCING BARS OR INSERTS SHALL BE SOLIDLY
LAP LENGTH. FILLED WITH CONCRETE GROUT (REFER TO SPECIFICATIONS ). FOR SIZE AND SPACING
OF HOR. & VERT. BARS
d. 90° HOOKS WITH 12 x BAR DIAMETER EXTENSION (SPECIFICALLY FOR BEAMS) 7. WELD HORIZONTAL BARS FOR CHB WALL TO STEEL COLUMNS WHERE APPLICABLE. SEE CONSTRUCTION NOTES
SHALL BE ANCHORED INTO THE FAR FACE OF THE COLUMN.
13. CONCRETE SHALL BE DEPOSITED IN ITS FINAL POSITION WITHOUT SEGREGATION, 10mmØ BAR AROUND OPENING OPENING OR END WALL
REHANDLING OR FLOWING. ADEQUATE VIBRATION OR APPROVED EQUAL METHOD 12mmØ BARS ON SIDES WINDOW OPENING (TYP.)
OPENING
SHALL BE DONE DURING DEPOSITION OF CONCRETE. OF DOOR OPENING TYPICAL MASONRY WALL
14. SAMPLING FOR COMPRESSIVE STRENGTH TESTS SHALL BE MADE IN ACCORDANCE
CONNECTION DETAILS

Structural/Civil Engineer: PRC No: Validity R.A. 9266, Art 3, Sec 20 Project title: Checked by: Approved by: Revisions: Sheet Contents: Reference:
Drawings and Specifications duly signed,
stamped or sealed, as instruments of
0164558
PTR No:
March 21, 2021
Date issued:
service, are the intellectual properties and
documents of the architect, wether the
PROPOSED TWO STOREY COMMERCIAL BUILDING
S
ENGR. MARK CHRISTIAN D. ESGUERRA object for which they are made is
MR. DENNIS DELOS SANTOS AS SHOWN
executed or not. It shall be unlawful for Drawn / Cadd by: Sheet no:
NE-6715518
Place issued:
January 04, 2021
TIN:
any person, without the consent of the
architect, or author of said documents for
Owner/ Client 03
use in the repetition of and for other
project or buildings, whether executed
Location:
SANTA ROSA, NUEVA ECIJA
AR.DOKI Address:
SANTA ROSA, NUEVA ECIJA
101 07
STA. ROSA N.E. 744-924-385 partly or in whole.