C
D 3500
125
825 ( L / 4 )
1600
200
10mmØ STIRRUP TIES SPACED AS FOLLOWS: 3@ 0.05M, 3@ 0.10M, 3@ 0.15M, @ REST 0.20M. ON CENTERS.
2- 16mmØ MAIN RSB ( TOP BARS ). REINFORCED CONC. BEAM.
SCHEDULE BEAMS, SLAB & FTGS.
950
2- 16mm∅ CUT BARS.
2- 16mmØ RSB
350
300
@ Mid-span
w
h
L
Top
Bot.
Top
Bot.
B-1
200
350
4500
4 - 16mm
2 - 16mm
2 - 16mm
4 - 16mm
2- 16mmØ RSB
2- 16mmØ RSB 2- 16mmØ RSB
REINFORCED CONC. COLUMN.
@ Support
S
2- 16mmØ RSB
@ SUPPORT
REINFORCEMENTS
DIMENSIONS
200
2- 16mmØ RSB
C-1
200
350
4350
TB - 2
200
300
3500
F-1
1000
1000
250
@ MID-SPAN
6 - 16mm 2 - 16mm
2 - 16mm
6 - 16mm 2 - 16mm
7 - 16mm
2 - 16mm
7 - 16mm
2- 16mmØ MAIN RSB ( BOTTOM BARS ).
1920
2S 2
640
SCALE
1:20.0 MTRS.
1.36
5.878
0.1 50
SECTIONS OF BEAM
2- 16mm∅ CUT BARS @ MID-SPAN 640 ( L / 5 )
3200
5.878
1.244
TYPICAL RC BEAM DETAIL 2S 2
SCALE
1.36
.05mm THICK DURARIB LONGSPAN ROOFING SHEETS ( OCEAN BLUE ). PRE-PAINTED.
1:20.0 MTRS.
0.30
3 X 16' X 20 mm ANGLE BAR
5
0.6
6- 16mmO / RSB MAIN BARS W/ 10mmO / LATERAL TIES SPACED AS FOLLOWS: 3@ 0.05M, 3@ 0.10M, 3@ 0.15M, AT REST 0.20M. ON CENTERS.
5
0.6
0.6
5
ROOF GIRT
2.22
2.80
0.20
NATURAL GROUND LINE
GRADE BEAM / TIE BEAM
20mm x 30mm x 200mm CHANNEL PURLINS SPACED @ 0.65M ON CENTERS.
0.350
1.50
TOP OF BEAMS
14- 16mmO / RSB STEEL MATTING SPACED @ 0.13M. ON CENTERS BOTHWAYS.
SEE SPOT DETAILS
TYPICAL RAFTER TRUSS DETAIL 1S 1
0.30
150mm THK. BOULDERS.
SCALE
1:50.0 MTRS.
150 100 500
EARTH FILL
DETAILED SECTION
10mmØ HORIZONTAL AND VERTICAL BARS SPACED @ EVERY 3 LAYERS & EVERY 2 BLOCKS RESPECTIVELY.
400
100mm RC SLAB ON FILL.
1.00
6- 16mmO/ RSB MAIN BARS W/ 10mmO / LATERAL TIES SPACED AS FOLLOWS: 3@ 0.05M, 3@ 0.10M, 3@ 0.15M, AT REST 0.20M. ON CENTERS.
10mmØ LONGITUDINAL BARS AND 10mmØ TRANSVERSE BARS SPACED @ 500mmON CENTERS.
C1 - F1
1000mm X 1000mm REINF. CONC. FTG.
FIN. FLR. LINE
250
VARIABLE
100mm THK. REINF. CONC.H-BLKS.
200mm X 400mm WALL FOOTING.
CF-1 DET. PLAN
EARTH FILL
400
250
200mm X 500mm WALL FOOTING.
EARTH FILL
400
150mm THK. REINF. CONC.H-BLKS.
NAT. GRD. LINE
200mm X 400mm WALL FOOTING.
200
14 - 16mmO/ RSB STEEL MATTING SPACED @ 0.13M. ON CENTERS BOTHWAYS.
NAT. GRD. LINE
200
VARIABLE
350
1.00
TB-1
EARTH FILL
EARTH FILL
W1 - F1 PLAN A 2S 2
WF-1 DETAILED SECTION
RC COLUMN FOOTING DETAILS SCALE
100mm SLAB ON FILL.
10mmØ LONGITUDINAL BARS AND 10mmØ TRANSVERSE BARS SPACED @ 500mmON CENTERS. FIN. FLR. LINE
200mm X 300mm TIE BEAM2 W/ 2- 16mmØ TOP BARS & 2- 16mmØ BOT. BARS W/ 10mmØ STIRRUP TIES.
200
10mmØ HORIZONTAL AND VERTICAL BARS SPACED @ EVERY 3 LAYERS & EVERY 2 BLOCKS RESPECTIVELY.
W2 - F2 PLAN
WF-2 DETAILED SECTION
DETAILED SECTIONS OF WALL FOOTING
1:25 MTRS.
2S 2
PROJECT TITLE
SCALE
1:20.0 MTRS.
OWNER
NO.
COPIES
DATE
REVISIONS
SHEET CONTENTS
SHEET NO.
CIVIL/STRUCTURAL ENGINEER
PROPOSED THREE BEDROOM RES. REG. No.
Validity
TIN No.
PTR No.
Issued On
Issued At
LOCATION DRAWN BY
F BALONG
DATE
SEPTEMBER 2020
AS SHOWN
ADDRESS
LA OPINION , NABUA,CAM SUR.
5
MRS. ROSARIO P. SALIENTE LA OPINION , NABUA,CAM SUR.
S1 1
8