GENERAL NOTES AND SPECIFICATIONS
1. IN THE INTERPRETATION OF THESE DRAWINGS, INDICATED DIMENSIONS 2-16MMØ
STD. BARS
TIE BEAM
SHALL 2-16MMØ
W/10MMØ STIRRUPS
2 @ 50, 12 @
GOVERN AND DISTANCES OR SIZES SHALL NOT BE SCALED FOR STD. BARS
100 REST @
CONSTRUCTION 2-16MMØ 200mm. O.C.
STD. BARS
PURPOSES. MIDSPAN & SUPPORT
2. THE CONTRACTOR SHALL COORDINATE WITH THE AR, ME, SE, EE, AND
OTHER
UTILITIES AND EQUIPMENT PLANS FOR THE EXACT SIZE, NUMBER AND
GROUND FLOOR
LOCATION
OF ALL SLEEVES OR OPENINGS THRU FLOOR SLABS, BEAMS AND WALLS
7100 7100 7100
AND
4400 2700 4400 2700 4400 2700 ALSO BUILDING DIMENSIONS. 6-12MMØ RE-BARS W/ 10MMØ TIES
2 @ 50, 9 @ 100mm
3. ALL REINFORCED CONCRETE WORK SHALL BE DONE IN ACCORDANCE REST @ 175mm. O.C.
800 1900 800 1900 800 1900
WITH THE ACI - 318 - 89 BUILDING CODE, AND ALL STRUCTURAL STEEL RB/B1
SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATION (LATEST
EDITION) IN SO FAR AS THEY DO NOT CONFLICT WITH THE LOCAL BUILDING SCHEDULE OF BEAMS
N. T. S.
CODE REQUIREMENTS.
4. ALL SLABS, BEAMS, GIRDERS, AND OTHER STRUCTURAL ELEMENTS
WHICH ARE NOT INDICATED, DETAILED, DESIGNATED OR INADVERTENTLY
4335
4335
4335
4735
4735
4735
OMITTED BUT ARE NECESSARY TO BE COORDINATED WITH
ARCHITECTURAL AND OTHER ALLIED ENGINEERING PLANS AS WELL AS TO
COMPLETE THE STRUCTURAL WORKS IN ACCORDANCE WITH THE INTENT
OF THE PLANS AND SPECIFICATION SHALL BE BROUGHT UP DURING
PRE-BIDS/MEETINGS/ NEGOTIATIONS.
4565
4565
4565
1. UNLESS OTHERWISE INDICATED IN PLANS OR NOTED IN SPECIFICATIONS
4315
4315
4315
THE MINIMUM 28-DAYS CYLINDER COMPRESSIVE STRENGTH OF
CONCRETE f'c, SHALL BE AS FOLLOWS:
CENTER-EDGE
1.1 FOUNDATION 21 MPa. (3000 psi)
1.2 PEDESTALS, COLUMNS, & SHEAR WALLS 21 MPa. (3000 psi) CENTER
1.3 FLOOR SLABS, BEAMS & GIRDERS 21 MPa. (3000 psi)
1.4 PARAPET WALLS AND OTHER STRUCTURAL ELEMENTS 21 MPa. (3000 psi)
2300
2300
2300
20300
20300
20300
CORNER-EDGE
1.5 PARTITIONS, CURTAIN WALLS, BEDDED SLABS, SIDEWALKS 21 MPa. (3000 psi)
CURB, GUTTER, & OTHER STRUCTURAL ELEMENTS.
3600
3600
3600
SIZE BOTTOM BARS
3875
3875
3875
THICKNESS
1.6 LEAN CONCRETE 21 MPa. (3000 psi) MARK (mm) LENGHT (mm) WIDTH (mm) BOTH WAYS
DEPTH OF EXCAVATION
F-1 300 600 600 5 - 10 Ø 600
F-2 200 800 800 8 - 12 Ø 800
FOUNDATIONS TWENTY - FOUR (24) HOURS
EDITION) IN SO FAR AS THEY DO NOT CONFLICT WITH THE LOCAL BUILDING WALLS EIGHTEEN (18) HOURS
GROUND FLOOR
THREE HUNDRED THIRTY - SIX HOURS/
BEAMS
FOURTEEN (14) DAYS
3600
3600
3600
3625
3625
3625
6-16MMØ REBARS W/ 10MMØ TIES
2 @ 50, 9 @ 100mm SCHEDULE 40
REST @ 175mm. O.C.
1000
1000
C1 C2
COLUMN / FOOTING SCHEDULE
N. T. S.
TYPICAL CONCRETE BEAM DETAIL
4200
3900
4200
3900
4200
3900
3750
3750
3750
WATER
TANK
1750 1750 1750
4250 3850 4250 3850 4250 3850
8100 8100 8100 TYPICAL CONCRETE BEAM DETAIL
N.T.S
FOUNDATION PLAN MEZZ. FLOOR FRAMING PLAN ROOF FRAMING PLAN
WF1
TRUSS DETAIL
WF1 N.T.S
WALL FOOTING DETAIL
WALL FOOTING DETAIL
N.T.S N.T.S
JANINE S. CARAMPOT FOUNDATION PLAN
MEZZ. FLOOR FRAMING PLAN -
ROOF FRAMING PLAN
COLUMN SCHEDULE
FOOTING SCHEDULE
ASBUILT COFFEE SHOP TYPICAL FOOTING DETAILS
WITH MEZZANINE SCHEDULE OF BEAMS
TRUSS DETAIL
LOT 7497-B-8, BRGY. LANGKAAN 1, DASMARIÑAS CITY, CAVITE
GENERAL NOTES AND SPECIFICATIONS
S-1
