STRUCTURAL NOTES

A. GENERAL
C. MASONRY AND CONCRETE BLOCKS
1. CONSTRUCTION NOTES AND DETAILS SHOULD APPLY TO ALL DRAWING UNLESS OTHERWISE SHOWN
1. PROVIDE ONE ( 1 ) 16 MM DIAMETER VERTICAL BARS AT CORNERS, INTERSECTIONS, ND OF WALLS, AND
OR NOTED, TO MEET ANY SPECIAL CONDITION.
EACH SIDES OF OPENINGS.
2. THE CONTRACTORS SHALL BE RESPONSIBLE IN PROVIDING ADEQUATE SHORING AND PROTECTIVE
2. CONCRETE SHALL HAVE A UNIT WIGHT NOT TO EXCEED 80 PSF. FOR LOAD BEARING BLOCK TYPE
ENCLOSURE OF THE STRUCTURE FOR ALL LOADS THAT MAYBE IMPOSED AND AGAINST PEDESTRIAN
CONCRETE BLOCKS. A MINIMUM COMPRESSIVE STRENGTH OF 6.90 MPA SHALL BE DEVELOPED.
DURING CONSTRUCTION.
3. LINTEL BEAMS SHALL BEAR AT LEAST 8 INCHES ( 200 MM ) ON EACH SIDE OF MASONRY WALL OPENING.
4. REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS WHERE SPLICED DOWELS FROM
B. CONCRETE AND REINFORCEMENT CONCRETE FOOTING OR SLABS SHALL EXTEND INTO THE BLOCK WALL WITH A MINIMUM OF 30 BAR
DIAMETERS.
ALL MATERIALS AND WORKMANSHIP SHALL CONFIRM WITH THE LATEST BUILDING CODE OF THE 5. THE CONCRETE BLOCK WALLS OF SECOND FLOOR AND THE CONCRETE BLOCK WALL WITH OPENING OF
PHILIPPINES PD 1096. 1ST FLOOR HAVE WATER PROOFING.
ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT THE END OF TWENTY EIGHT (28)
DAYS WITH CORRESPONDING MAXIMUM SIZE OF AGGREGATES AND SLUMPS AS FOLLOWS:
WALL THICKNESS VERTICAL REINFORCEMENTS HORIZONTAL REINFORCEMENTS

LOCATION 28- DAY STRENGTH AGGREATES SIZE 6 INCHES ( 150 MM ) 16 DIAMETER @ 600 MM 16 DIAMETER @ 600 MM

CURBS AND SLAB ON GRADE 4000 PSI (28MPA) 1 INCH ( 25 MM ) 4 INCH ( 100 MM )

FOUNDATION 4000 PSI (28MPA) 3

4 INCH (19 MM ) 4 INCH ( 100 MM )

OTHERS INCLUDING BEAMS, 4000 PSI (28MPA) 3

4 INCH (19 MM ) 4 INCH ( 100 MM )
D. FOUNDATION
SUSPENDED SLABS AND COLUMNS

1. FOUNDATION IS DESIGNED FOR N ASSUMED ALLOWABLE SOIL BEARING CAPACITY PSF. TO BE VERIFIED BY
ALL REINFORCING BARS SHALL CONFORM TO NATIONAL BUILDING CODE OF THE PHILIPPINES FOR ACTUAL SOIL TESTING.
DIAMETER 16MM FOR SMALLER AND LARGER BARS. COLUMN HOOPS ARE ALL GRADE 33 BARS. IN 2. FOUNDATION SHALL REST ON NATURAL SOIL THAT NO PART OF THE FOUNDATION SHALL REST ON FILL.
GENERAL, THE LATEST VERSION OF PD 1096, IT STATES THAT MANUAL OF STANDARD PRACTICE 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER FOOTING EXCAVATION HAVE BEEN COMPLETED
DETAILING REINFORCED CONCRETE STRUCTURES SHALL BE ADHERED TO UNLESS OTHERWISE SHOWN AND PRIOR TO CONCRETING TO CONFIRM THE DESIGN SOIL BEARING CAPACITY.
OR NOTED. 4. SOIL POISONING SHALL BE APPLIED UPON ESTABLISHMENT OF FOUNDATION PRIOR TO INSTALLATION OF
FOOTING BARS UNLESS OTHERWISE NOTED BY THE ENGINEER.
SUSPENDED SLABS 20 MM

SLAB ON GRADE 40 MM

WALLS ABOVE GRADE 25 MM E. STEEL

BEAM STIRRUPS AD COLUMN TIES 40 MM

CONCRETE IS EXPOSED TO EARTH BUT POURED AGAINST FORMS 50 MM

1. ALL STRUCTURAL STEEL WORKS SHALL BE IN ACCORDANCE WITH NBCP SPECIFICATIONS FOR THE DESIGN
FOOTINGS 75 MM
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING.
2. ALL STRUCTURAL SHAPES AND PLATES SHALL CONFORM TO PD 1096 AND ALL BOLTS SHALL CONFORM TO
PD 1096.
SPLICES SHALL BE SECURELY WIRED TOGETHER AND SHALL LAP OR EXTENDED IN ACCORDANCE WITH TABLE 1 3. THE CONTRACTOR SHALL SUBMIT SHOP/DRAWINGS OF ALL STRUCTURAL STEEL FRAMING TO INCLUDE
UNLESS OTHERWISE SHOWN ON DRAWINGS AND SPLICES SHALL BE STAGGERED WHENEVER POSSIBLE. APPROVAL OF THE ENGINEER PRIOR TO ERECTION.
ALL ANCHOR BOLTS, DOWELS, AND OTHER INSERTS, SHALL BE PROPERLY POSITIONED AND SECURED IN PLACE 4. THE CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS SHOWN I THESE DRAWINGS AT JOB SITE PRIOR TO
PRIOR TO PLACING/ POURING OF CONCRETE. THE PREPARATION OF SHOP DRAWINGS.
CONTRACTOR SHALL NOTE & PROVIDE ALL MISCELLANEOUS CURBS, SILLS, STOOLS, EQUIPMENTS AND
MECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL, ELECTRICAL, AND CIVIL ENGINEERS
DRAWINGS.
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 COMPOUNDSOR OTHER APPROVED
METHODS.

A STRUCTURAL NOTES
S1 SCALE USED: 1:100 METERS

SHEET NO:

SCHOOL: PLATE TITLE: DRAFTED BY: SCHEDULE:

UNIVERSITY OF THE CORDILLERAS PASCUAL, ALYSSA JEN MWF 3:30-7:30 PM 9
DEPARTMENT: TWO STOREY RESIDENTIAL HOUSE SUBJECT: ID NO: 14
COLLEGE OF ENGG. & ARCH. BUILDING DESIGN SYSTEM 22-5096-445