GENERAL CONCRETE SLAB CONCRETE HOLLOW BLOCK STRUCTURAL STEEL

REINFORCEMENT AS TABULATED SHALL BE PROVIDED UNLESS OTHERWISE 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTMA - 36Fy=252.0Mpa
A. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS 1. ALL REINFORCEMENT SHALL BE 0.019 CLEAR MINIMUM FROM TOP SPECIFIED IN THE PLAN. 2. WELDING SHALL CONFORM TO AWS STANDARDS.
OF THE FOLLOWING BUILDING CODES: AND BOTTOM OF SLAB.
3. FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE
1. ACI 318 - 11 2. FOR TWO - WAY SLAB ALONG THE LONGER SPAN SHALL BE PLACED BELOW ENGINEER AND THE OWNER PRIOR TO FABRICATION.
2. AISC 2013 THOSE ALONG THE LONGER SPAN AT CENTER AND OVER THE LONGER SPAN
3. NSCP 2015 BARS NEAR THE SUPPORT UNLESS OTHERWISE INDICATED OR SHOWN STANDARD DETAILS
B. ALL DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES IN DETAILS THE SPACING OF THE BARS AT THE COLUMN STRIPS CAN 24 DIA. 24 DIA.
UNLESS OTHERWISE INDICATED. BE APPROXIMATELY 1 13 OF THE MIDDLE STRIP IN NO CASE GREATER (0.30 MIN) (0.30 MIN)
C. FOR ALL OTHER REQUIREMENTS, REFER TO ARCHITECTURAL, SANITARY, THAN 2 13 TIMES THE SLAB THICKNESS. 0.0093
ELECTRICAL AND MECHANICAL WORKING DRAWINGS. SLAB REINFORCEMENT
3. UNLESS OTHERWISE DETAILED IN CONDITIONING SLAB HAVING SAME
REINFORCEMENT RUNNING IN ONE DIRECTION, REINFORCING SHALL
FOOTINGS BE BEND, EXTENDED OR CUT AS FOLLOWS. CONCRETE WALLS
UNLESS OTHERWISE INDICATED IN THE PLANS, WALL REINFORCEMENT SHALL
1. FOOTINGS ARE DESIGNED TO REST ON SOIL WITH BEARING L4 L4 L4 L4 L4 L4 BE FOLLOWED ACCORDING TO THE FOLLOWING SCHEDULE.
CAPACITY OF 250 KPa
2. NO FOOTING SHALL REST ON FILL.

0.30
MIN

T
0.10mm (MIN) COMPACTED
3. MINIMUM CONCRETE PROTECTION FOR REINFORCE SHALL BE 0.076 CLEAR GRAVEL BASE
FOR CONCRETE DEPOSITED AGAINST THE GROUND AND 0.051 CLEAR
FOR CONCRETE DEPOSITED AGAINST THE FRAMEWORK. L5 L5 L5 L5 L5 L5
NATURAL GRADE LEVEL OR
L1 L2 L3 CANTILIVER COMPACTED SOIL LAYER

CONCRETE MIXES & PLACINGS 25 DIA.

SLAB CONSTRUCTION JOINT
25 DIA.
1. UNLESS OTHERWISE SPECIFIED, THE MIN. 28 DAYS CYLINDER COMPRESSIVE 4. TEMPERATURE BARS FOR SLAB SHALL BE GENERALLY PLACED NEAR THE (0.30 MIN) (0.30 MIN)
STRENGHT ARE AS FOLLOWS. TENSION FACE AND SHALL NOT BE LESS THAN 0.025 BT.
FOOTINGS & FOOTING TIE BEAMS 25.00 MPa 5. UNLESS OTHERWISE NOTED, ALL BEDDED SLAB BE REINFORCED WITH
COLUMNS 28.00 MPa 10MMØ BAR AT 0.25MOC E.W. AT CENTER OF SLAB. CONSTRUCTION JOINT
BEAMS, SLABS, CONCRETE TOPPINGS 28.00 MPa FOR SLAB SHALL NOT BE MORE THAN 3.00M APART.

(0.30 MIN)

(0.30 MIN)
24 DIA.

24 DIA.
6. PROVIDE EXTRA REINFORCEMENT AT CORNER SLAB
(TWO ADJACENT DISCONTINEOUS) AS SHOWN BELOW.
0.05X0.10m KEY 0.038X0.063m KEY
2. ALL CONCRETE MUST BE DEPOSITED, VIBRATED AND CURED IN ACCORDANCE
WITH ACI STANDARD. 5-10MMØ BARS @ 0.208M
CONCRETE COLUMN SEE NOTE
FOR DOWELS
12mmØ TIES
O.C. BOTTOM BARS d=MAX.
3. STRIPPING OF FORMS AND SHORES SHALL BE AS FOLLOWS: @ 0.102m 12mmØ TIES
O.C. (MAX.) @ 0.102m
FOUNDATIONS 1 DAY O.C. (MAX.) WALL INTERSECTION
COLUMNS 3 DAY
24 DIA. 24 DIA.
BEAMS & GIRDER 21 DAY 3-10mmØ (0.30 MIN) (0.30 MIN)

SLABS 17 DAY EXTRA TIES

5-10MMØ BARS @ 0.914M
4. IF BE REINFORCING BARS END IN A WALL, THE CLEAR DISTANCE FOR THE LONG @ 0.208M.O.C.
BARS TO THE FURTHER FACE OF THE WALL SHALL NOT BE LESS THAN
0.051 EMBEDMENT LENGHT SHALL BE 40Ø FOR COMPRESSION BARS.
5. MINIMUM CONCRETE PROTECTION OF REINFORCING BARS OR SHAPES
SHALL BE A SHOWN: 0.05X0.10m KEY 0.038X0.063m KEY

6. UNLESS OTHERWISE NOTED IN PLAN OR IN SPECIFICATIONS, CAMBER ALL BEAMS 7. PROVIDE SUPPLEMENTARY REINFORCEMENT AT SMALL UNFRAMED 5mmX150mm CORR. TYPE PVC WATERSTOP
AND GIRDERS AT LEAST 6.2MM FOR EVERY 3.00M SPAN EXCEPT CANTILIVERS OPENINGS IN FLOOR SLABS AS SHOWN BELOW.
FOR WHICH THE CAMBERS SHALL BE AS NOTED IN PLANS OR AS ORDERED WALL CONSTRUCTION JOINT
BY THE DESIGNER, BUT IN NO CASE LESS THAN 16.7MM OF EVERY 3.00M
OF FREE SPAN. 24 DIA. 24 DIA.
h = HEIGHT BETWEEN FLOOR
76

(0.30 MIN) (0.30 MIN)

0.

0.76

12mmØ TIES
67
0.

@ 0.102m
TRIMMER MAYBE
O.C. (MAX.)

(0.30 MIN)

(0.30 MIN)
24 DAI.

24 DAI.
OMITTED WHERE
OPENING IS FRAMED
BY BEAM COLUMN TIES SHALL BE PROTECTED EVERYWHERE BY A COVERING OF CONCRETE
25mm CLEAR

MIN. 1-16MMØ TOP & CAST MONOLITHICALLY WITH THE CORE OF MIN. THICKNESS OF 0.0127m AND
DISTANCE

(MINIMUM) BOT. FOR SLABS NOT LESS THAN 12 TIMES MAX. SIZE OF COARSE AGGREGATE WHERE COLUMNS
CONDITIONS ON THE JOB. THE DESIGNER MUST BE NOTIFIED IMMEDIATELY OF ANY VARIATIONS
DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND

0.012M THICK AND OVER CHANGE IN SIZE. VERTICAL REINFORCEMENT SHALL BE OFFSET AT A SLOPE OF WALL REINFORCEMENT
NOT MORE THAN 0.025. AN EXTRA 12mmØ AT 0.076mm O.C. SHALL BE
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED

0.914MM O.C. PROVIDE THROUGHOUT THE OFFSET REGION. WALL CORNERS

DISTANCE (MIN.)

37.7MM CLR.
37.7mm CLR.

HOCK SLAB REIN'T.

DISTANCE FOR
BEAMS & GIRDERS
(FOR BEAMS)
PROVIDE EXTRA BARS
OVER TRIMMER BAR MILD STEEL REINFORCEMENT 24 DIA.
(0.30 MIN)
24 DIA.
(0.30 MIN)

1. ALL MILLD STEEL REINFORCEMENT SHALL CONFORM TO ASTMA-15-62-2T 0.10m (MIN) COMPACTED
FROM THE DIMENSIONS AND CONDITIONS SHOW BY THESE DRAWINGS.

(NOT SHOWN) PARALLEL GRAVEL FILL

AND DEFORMATION TO A-305-56T LATEST REVISION.
TO SIDE OF EQUAL
25MMØ BAR
SEPARATOR AREA OF INTERRUPTED 2-16MMØ @ 2. DEVELOPMENT LENGHT FOR ALL BARS SHALL BE A MINIMUM OF 40-BAR Ø
SLAB REINFORCEMENT EACH CORNER UNLESS OTHERWISE SPECIFIED FOR REINFORCING BARS 12 ; 233.0Mpa
NOTE FOR DOWELS
LESS AREA TRIMMER FOR REINFORCING BARS 12 ; 280.0Mpa PROVIDE DOWELS OF SAME SIZE AND
BARS SPACING AS HORIZONTAL OR BENT
3. ALL BARS SHALL BE WELDABLE. HORIZONTAL BARS.

CONSTRUCTION NOTES AND STANDARD DETAILS 16mmØ BEND 0.30 MIN.

ENGINEER PRINTS AND REVISIONS SHEET CONTENT SHEET NO.

PROJECT
NO DATE THESE DRAWINGS ARE
AS BUILT PUMP STATION DESCRIPTION
INSTRUMENTS OF PROFESSIONAL
AS SHOWN
SERVICE AND ARE NOT TO BE
REPRODUCED EXCEPT BY 01
OWNER
WRITTEN AGREEMENT WITH THE
PRC PTR PRIME WATER INFRASTRUCTURE CORP. CADD BY: CHECKED BY: S
NOTE:

ARCHITECT
ISSUED 0N
TIN DATE: DATE:
ISSUED AT LOCATION PIO MODEL COMMUNITY, PORAC, PAMPANGA