CONCRETE FOOTING SCHEDULE

SCHEDULE OF BEAMS & GIRDERS

REINFORCEMENT
MARK SIZE (mm) THK
CONCRETE TIE BEAM SCHEDULE LONGITUDINAL TRANSVERSE
MARK W
(MM)
D
(MM)
SECTION TOP REINF MID REINF BOTT REINF STIRRUP - TIES F1 1 500 X 1 500 300 7-20 MM Ø 7-20 MM Ø
X Y CONT ADDL CONT CONT ADDL SIZE

1875
FTB 200 300 2-16 MM Ø 2-16 MM Ø 10 MM Ø 10mm Ø STEP BARS

090
@
0.20 M O.C.
VERIFY

1875
FFL
GROUND FLOOR CONCRETE BEAM SCHEDULE 16 mm Ø
VERT TEMP BARS
@ 0.20 M O.C.
10mm Ø LAT TIES 16 mm Ø
MARK

420
SECTION TOP REINF MID REINF BOTT REINF STD 90° @0.05m,2 @ 0.10, 3 HORIZONTAL TEMP BARS C1 MARK C2
MARK W D HOOK @ 0.15 REST @ 0.20m @ 0.20 M O.C.

1 @ 50 MM SPACING FROM

600

480
120
(MM) (MM) X Y CONT ADDL CONT CONT ADDL SIZE
O.C. 0.20 m 0.30 m

REST @ 200 MM MAX O/C

STD 180°
HOOK 16 mm Ø VERT TEMP BARS

3 @ 100 MM EACH END

@ 0.25 M O.C.

060 180
B1 200 400 2-16 MM Ø 2-16 MM Ø 2-12 MM Ø 2-16 MM Ø 2-16 MM Ø 10 MM Ø 0.40 m 0.40 m
.10 M GRAVEL BED

8-12 mmØ @
LONGITUDINAL SECTION
12 mm Ø
HORIZONTAL TEMP BARS
PLAN 4-16 MM MAIN BARS W/ 10 MM TIES @ 200 MM O.C. 4-16 MM MAIN BARS W/ 10 MM TIES @ 200 MM O.C.

3 @ 150 MM
& 10 10 @ SHORT @ 0.20 M O.C. 2-16 MM WEB BARS W/ 10 MM TIES @ 200 MM O.C. 2-12 MM WEB BARS W/ 10 MM TIES @ 200 MM O.C.
SECTION TEMP BAR
B-2 200 200 2-16 MM Ø 2-16 MM Ø 2-16 MM Ø 10 MM Ø
250
SECTION 16 mm Ø TOP TEMP BAR

16 mm Ø BOTT TEMP BAR

COLUMN DETAIL COLUMN DETAIL
SCALE 1:40 m

10 mm Ø STEP BAR @ 250

SECOND FLOOR CONCRETE BEAM SCHEDULE EVERY COR OF STEP LANDING ATTIC FLOOR

100
10 mm Ø HOR. BAR

1875
1875
2B1 200 400 2-16 MM Ø 2-16 MM Ø 2-12 MM Ø 2-16 MM Ø 2-16 MM Ø 10 MM Ø 12 mm Ø LAT
BAR @ 0.20m O. C.

2 LAYER 16 mm Ø TEMP.
BAR @ 0.25m O. C.
DETAIL "B"
2B2 150 200 2-16 MM Ø 2-16 MM Ø 2-16 MM Ø 10 MM Ø
DETAIL "A"
STAIR DETAIL 1:30M
SCALE

10 MM Ø DSB BENT BARS @ 300mm ON CENTER

12 MM Ø CUT BARS @ 300mm ON CENTER
12 MM Ø TEMP. BARS BOTTOM
VARIES
CL
L/4 MID STRIP L/4 12 MM Ø CUT BARS @ 300mm ON CENTER
10 MM Ø DSB BENT BARS @ 300mm ON CENTER
100 mm THK CONC SLAB 12 MM Ø TEMP. BARS
FINISHED FLOOR LINE W/ 10 mm Ø TEMP BARS
@ 600 mm O/C BW CL CL
LONG SPAN
L/4 MID STRIP L/4

L/4
100 MM GRAVEL BED FIN GD LINE (INT)
4-16 MM Ø VERT. BARS W/ 12 MM Ø 4-16 MM Ø VERT. BARS W/ 12 MM Ø
CONT GRADE BEAM FILL WEB MEMBERS & 10MM Ø TIES @ WEB MEMBERS & 10MM Ø TIES @
SEE SCHEDULE
200 MM O.C. 200 MM O.C.
1 000

FIN GD LINE FIN GD LINE

10 mm Ø VERT BARS @ 800 mm

FILL FILL FILL
VARIES

FILL
VARIES

SHORT SPAN
O/C W/ 10 MM Ø HOR BARS @
EVERY 3 LAYERS OF

MID STRIP
100 X 200 X 400 CHB

VARIES
FIN GD LINE (EXT) NAT GD LINE NAT GD LINE
VARIES

FILL
varies

varies

NAT GD LINE
TIE SPACING STD 90° TIE SPACING
SEE COL HOOK SEE COL
varies

varies

DETAILS STD 180° DETAILS STD 180°

50

50
HOOK HOOK
50

50
600
800

300

300
75 CLEAR

75 CLEAR

L/4
100

100
200

.10 M GRAVEL BED .10 M GRAVEL BED

400 16 mm Ø CONT TEMP. SEE SCHEDULE SEE SCHEDULE

BARS W/ 10 MM Ø TRANSVERSE

WF1 BARS @ 250 MM O/C

75 CLEAR SEE COLUMN FTG SCHED 75 CLEAR 75 CLEAR SEE COLUMN FTG SCHED 75 CLEAR

ONE WAY SLAB DETAIL TWO WAY SLAB DETAIL

WALL FOOTING DETAIL ISOLATED FOOTING DETAIL CANTILEVER FOOTING DETAIL 1:40M SCALE 1:40M SCALE 1:40M
SCALE NTS SCALE NTS

SCALE

DESIGN : PROJECT TITLE OWNER SHEET CONTENTS SHEET NO

NOTES
CADD BY :

APPROVED : :
AS BUILT PLAN
FLORANTE BRONOZO
GROUND FLOOR PLAN
SECOND FLOOR PLAN
GF REFLECTED CEILING PLAN
S
2 2
DATE : PTR IAPOA : - 2F REFLECTED CEILING PLAN
PROJ CODE : : - TIN : - PRC : - 13 PINE ST MARIKINA CITY