A.

GENERAL NOTES
1. CONSTRUCTION NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE SHOWN
OR NOTED. MODIFY TYPICAL DETAILS AS DIRECTED TO MEET SPECIAL CONDITIONS.
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

C
BEFORE FABRICATION. C1 C1
C1 C1

C
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE ALL WORK IS TO BEGIN, CHECK WITH C1 C1 C1 C1 C1F1 C1F1 C1F1 C1F1 RB RB

BALCONY
MECHANICAL AND ELECTRICAL CONTRACTORS FOR CONDUITS, PIPE SLEEVS, ETC. TO BE EMBEDED IM W
B1 B1 B1 CB 100MM THK CONC SLAB ON FILL SHALL 1

CONCRETE. BE PROVIDED WITH 10MM Ø TEMP

RB

BALCONY

BALCONY
BARS @ 0.60M. O.C. BOTHWAYS
B1
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORINGS AND BRACINGS 100MM THK CONC SLAB ON FILL SHALL
W
1 100MM THK CONC SLAB ON FILL SHALL
W
1 RB
BE PROVIDED WITH 10MMØ TEMP BE PROVIDED WITH 10MMØ TEMP
OF THE STRUCTURE FOR ALL LOADS THAT MAYBE IMPOSED DURING CONSTRUCTION. RB BEDROOM2
BARS @ 0.60M. O.C. BOTHWAYS BARS @ 0.60M. O.C. BOTHWAYS
D RB
B1 1
B1
BEDROOM2 BEDROOM2

B
D D

B. CONCRETE & REINFORCEMENT

D
1 B1 1 C1 2
C1
RB C1 C1

B
C1
D
2 C1 C1F1
D
2 C1F1
RB
C1 C1 C1F1 C1F1 D D
B1 2
2
B1
D D D D
BEDROOM2 W
3
2 2

1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE NATIONAL BUILDING CODE OF THE
2 2 D RB
BEDROOM2 W BEDROOM2 W RB 3
RB
3 3
PHILIPPINES. D D
3 B1 3
2. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT THE END OF TWENTY EIGHT RB RB RB
B1

A
(28) DAYS WITH CORRESPONDING MAXIMUM SIZE AGGREGATE AND SLUMPS AS FOLLOWS: C1 C1 C1 C1
B1 WF WF
B1

A
C1 C1 C1F1 C1F1
LOCATION 28 DAYS STRENGTH MAX. SIZE AGGREGATE C1
B1
C1 C1F1 C1F1

- CURBS & SLAB ON GRADE EXCEPT FOUND 3000 PSI (2102 KG/CM) 1 IN. (25 MM)
- FOUNDATION & RETAINING WALL 3000 PSI (2102 KG/CM) 3
4 IN. (19 MM)

3
4

1
2
- COLUMNS, BEAMS & SUSPENDED SLABS 3000 PSI (2102 KG/CM) 3
4 IN. (19 MM)

3
4

1
2

2
3. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 (PNS 49) GRADE 40. FOR DIAMETER 16 AND
SMALLER BARS AND GRADE 60 FOR DIAMETER 20 AND LARGER BARS.
4. 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.
5. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS:
SUSPENDED SLABS ------------------------------ 34 IN. 19 MM)
SLAB ON GRADE ------------------------------ 1 TO 21 IN. (38 MM)
WALLS ABOVE GRADE ------------------------------ 1 IN. (25 MM)
BEAM STIRRUPS & COLUMN TIES ------------------------------ 1 TO 21 IN. (25 MM)
WHERE CONCRETE IS EXPOSED TO EARTH

C1F1
BUT POURED AGAINST FORMS ------------------------------ 2 IN. (50 MM)

C1F1

C1F1
WHERE CONCRETE IS DEPOSITED

D
2
DIRECTLY AGAINST EARTH ------------------------------ 3 IN. (75 MM)

BEDROOM2

CB
D
3
6. SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL LAP OR EXTEND IN ACCORDANCE WITH TABLE
1 (TABLE OR LAP SPLICE AND ANCHORAGE LENGTH) UNLESS OTHERWISE SHOWN ON DRAWINGS. SPLICES DIMENSIONS REINFORCEMENTS
SHALL BE STAGGERED WHENEVER POSSIBLE. MARK
7. ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS, SHALL BE PROPERLY POSITIONED AND SECURED IN b(mm) d(mm) MAIN BARS LATERAL TIES

D
2
PLACE PRIOR TO PLACING OF CONCRETE.
8. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, SILLS, STOOLS, EQUIPMENTS, AND 6-16 mm Ø 10MM Ø TIES, 1 @ 50MM, 5 @
C1 300 300

C1F1
100MM, 8 @ 150 MM & THE REST

C1F1
MECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL, ELECTRICAL AND MECHANICAL 4-12 mm Ø

C1F1
@ 200MM, O.C.
DRAWINGS.

100MM THK CONC SLAB ON FILL SHALL

BE PROVIDED WITH 10MMØ TEMP
9. ALL CONCRETE SHALL BE KEPT MOST FOR A MINIMUM OF SEVEN (7) CONSECUTIVE DAYS IMMEDIATELY

BARS @ 0.60M. O.C. BOTHWAYS

11.11M
AFTER POURING BY THE USE OF WET BURLAP, FOG SPRAYING, CURING, COMPOUNDS OR OTHER
APPROVED METHODS.
10. STRIPPING OF FORMS AND SHORES:
FOUNDATION ----------------------- 24 HRS.
SCHEDULE OF FOOTINGS

WF
SUSPENDED SLAB EXCEPT WHEN ADDITIONAL LOADS ARE IMPOSED ----------------------- 8 DAYS

C1F1
WALLS ----------------------- 18 HRS.
A B C

C1F1

C1F1
2
D
BEAMS ----------------------- 14 HRS. REINFORCEMENT BARS
MARK A B THK DEPTH

1
D
PARALLEL - X PARALLEL - Y

BEDROOM2

W
1
C. FOUNDATION F1 1000 1000 300 1500 8-16 mm Ø 8-16 mm Ø

WF
BALCONY

W
3
C1F1

C1F1
1. FOUNDATION IS DESIGNED FOR AN ASSUMED SOIL BEARING CAPACITY OF 96 KPa (2000 PSI).
4

C1F1

C1F1
2. FOUNDATION SHALL REST ON NATURAL SOIL, UNLESS OTHERWISE NOTED BY THE ENGINEER, NO PART
SCHEDULE OF BEAMS

D
2
OF THE FOUNDATION SHALL REST ON FILL. 0.60M 0.50M 0.50M 0.50M 0.50M 0.50M 0.50M 0.50M 0.55M 0.50M 0.50M 0.50M 0.50M 0.50M 0.50M 0.60M

BEDROOM2
3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER FOOTING EXCAVATION HAVE BEEN TO

CB
3
D
CONCRETING TO CONFIRM THE DESIGN.
HORIZONTAL REINFORCEMENT
12MM Ø @ 400MM 10MM Ø @ 600MM REINFORCEMENT
10MM Ø @ 400MM 10MM Ø @ 600MM
MARK DIMENSION @ SUPPORT @ MIDSPAN SHEAR REINFORCEMENT 8.34M

D
2
10MM Ø @ 400MM 10MM Ø @ 600MM
10MM Ø STRPS, 1 @ 50MM, 5 3

C1F1

C1F1
B1 200 MM X 400 MM 4-16 mm Ø 2-16 mm Ø

C1F1
@ 100MM (@ COLUMN ENDS)
D. MASONRY

ROOF

ROOF
0.20M
REST @ 200MM
1. ALL NON-LOAD BEARING TYPE CONCRETE BLOCKS SHALL HAVE A UNIT WEIGHT NOT TO EXCEED 80 PCF.

100MM THK CONC SLAB ON FILL W

BE PROVIDED WITH 10MMØ TEMP
0.40M

BARS @ 0.60M. O.C. BOTHWAYS

FOR LOAD BEARING TYPE BLOCKS, A MINIMUM COMPRESSIVE STRENGTH OF 6.90 MPA (1000 PSI) SHALL BE

WF
DEVELOPED.
2. PROVIDE 1 TO 16 MM Ø EXTRA VERTICAL BARS AT CORNERS, INTERSECTIONS, END OF WALLS, AND EACH

C1F1
2-16 mm Ø 4-16 mm Ø
2

C1F1
SIDE OF OPENINGS AS SHOWN.

C1F1
2
D
3. LINTEL BEAMS OR LINTEL BLOCKS SHALL BEAR AT LEAST 8 INCHES (200 MM) ON EACH SIDE OF MASONRY
10MM Ø STRPS, 1 @ 50MM, 5

1
D
WALL OPENING

BEDROOM2
RB 200 MM X 300 MM 4-12 mm Ø 2-12 mm Ø

SHALL
1
4. WALL REINFORCEMENTS SHALL BE AS FOLLOWS:
WALL THICKNESS VERTICAL REINFORCEMENT 0.20M
@ 100MM (@ COLUMN ENDS)
8 IN. (200 MM) REST @ 200MM
6 IN. (150 MM)

WF
4 IN. (100 MM)
0.30M

BALCONY
1

W
5. BLOCK WALL REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS WHERE SPLICED,

3
C1F1

C1F1
HORIZONTAL/VERTICAL DOWELS FROM FOOTINGS, COLUMNS/WALLS OR BLOCK WALL. A MINIMUM OF 30
BAR DIAMETERS OR A MINIMUM OF 400 MM WHICHEVER IS LONGER AND DOWELS TO MATCH VERTICAL
REINFORCEMENTS OF WALL. 2-12 mm Ø 4-12 mm Ø
6. ALL CELLS CONTAINING REINFORCING BARS OF INSERTS SHALL BE SOLIDLY FILLED WITH CONCRETE
GROUT. (REFER TO SPECIFICATION)
7. FOR STIFFENER COLUMNS, USE 150 MM ´ 400 MM WITH 8 TO 16MM Ø VERTICAL BARS WITH 2 TO 10MM Ø
TIES; 1 @ 50, REST @ 150 TO C.L. (TYPICAL) HAVING A MAXIMUM SPACING OF 4.00 METERS.
8. FOR STIFFENER BEAMS, USE 150 MM ´ 400 MM WITH 2 TO 16MM Ø TOP BARS, 2 TO 16MM Ø BOTTOM BARS,
AND 2 TO 12MM Ø WEB BARS WITH 10MM Ø STIRRUPS; 1 @ 50, REST @ 150 TO C.L. (TYPICAL) HAVING A
MAXIMUM SPACING OF 3.00 METERS.

SIGNED AND SEALED: PROJECT TITLE / LOCATION: REVISIONS: DATE: REPUBLIC ACT 545 APPROVED BY: SHEET CONTENTS: SHEET NUMBER:
DESIGNED:

FLOREBEL M. CAMUS THIS DRAWING, AS AN INSTRUMENT

OF SERVICE IS A PROPERTY OF GJP
CAD: GJP

PRC NO.:
BACHELOR OF SCIENCE IN CIVIL ENGINEERING 3A

PTR NO.:
CONSTRUCTION OF SINGLE STOREY
RESIDENTIAL BUILDING
MUST NOT BE REPRODUCED OR
COPIED IN PART OR IN WHOLE
WITHOUT HIS CONSENT. ALL
CHECKED:
QUETERIO AND ALICIA CAMUS AS SHOWN S
2
P-2 BRGY.AWITAN PARACALE CAMARINES NORTE DRAWINGS ARE TO BE RETURNED OWNER
APPROVED:
WHEN NO LONGER IN USE.
VALIDITY: ISSUED AT:

ISSUED AT: TIN: DATE: