0.

225

0.15
3-16MM. DSB TOP BARS @ SUPPORT

L/4 L/4
200 2-16MM. DSB 2-16MM. DSB

2.525
3 - Y16 RSB

2.30
350

2.15
2 - Y16 RSB

L/5 10MM. DSB L/5

FTB-1

1.00

0.90
2-16MM. DSB BOTTOM BARS @ MIDSPAN
2000

1600
L

2.00
TYPICAL FLOOR TIE-BEAM DETAIL

1200

0.90
0.10

1.00
300 0.15

8 - Y16 RSB

400

0.90
0.275

6.00
1600 1.375 1.00
COLUMN 'C1'
1600

0.326
2000
0.15 0.10 PLAN
FOOTING 'F1' FOOTING 'F2' FOOTING 'F3' 200

0.90
4 - Y16 RSB

1.10
2 - Y12 RSB

0.87
400

0.20
0.025
0.30 0.275
COLUMN 'C2'
N.G.L. ELEVATION
N.G.L.
DETAIL OF STAIR

0.60
0.60

0.80
0.80
WF-2
SLAB SCHEDULE THICKNESS = 125MM
WF-1

0.20
0.20
350

350

350
0.40
WF-2
0.50
WF-1

DETAILS OF WALL & FOOTING

DETAILS OF COLUMN AND FOOTING

10000 10000 BEAM SCHEDULE

3025 3975 3000 100 3025 3975 3000 100
10000
3025 3975 3.00 100
740

740
740

2835

2835

2835

2835
2835
1150

2525

2525
2525

4675

4675
2150

2150
2150

14.26

14.26
14260

2925

2925

2925

2925
2925

825

825
825

2100

2100
550 725

550 725
3825

3825

3825

3825
3825

1500 1525 1475 2500 2862 1500 1525 1475 2500 2862

FOUNDATION & TIE BEAM PLAN SECOND FLOOR FRAMING PLAN ROOF DECK FLOOR FRAMING PLAN

PROJECT TITLE APPROVED BY SHEET CONTENTS REVISIONS CADD BY SHEET NUMBER

DETAILS OF COLUMN & FOOTING WENG B.
DETAILS OF WALL AND FOOTING
CIVIL ENGINEER
SPS PAULINO AND IMELDA CUNANAN
FOUNDATION & TIE BEAM PLAN
DETAIL OF STAIRS CHECKED BY S-1
OWNER SECOND FLOOR FRAMING PLAN
PRC NO.: DATE : ROOF DECK FLOOR FRAMING PLAN
PTR NO.: ISSUED AT :
SLAB SCHEDULE 3 5
LOCATION ADDRESS BEAM SCHEDULE DATE
01-03-16
TIN :