L BAR A (CONT.

TOP BARS)
L/4 L/4
BAR C (EXTRA TOP BARS
@ SUPPORT
BAR A (CONT. TOP BARS) BAR C
b

d FA1C1
BAR D FB1C1 FC1C1

17-20mmØ
11-20mmØ
4-20mmØ
1.25 1.45
SECTION BAR B (CONT. BOT. BARS) 1.10
L/5 BAR D (EXTRA BOT. BARS) L/5 4-20mmØ 6-20mmØ 9-20mmØ

@ MID SPAN LEFT AND RIGHT MID 1.10 2.50 2.90

BAR B (CONT. BOT. BARS) SUPPORT SUPPORT

"A" - 10mm Ø, 7@0.10mm,

rest @ 0.15 FC2C1 FD2C1 FD1C1
SCHEDULE OF BEAMS
19-20mmØ 18-20mmØ
SIZE REINFORCEMENT

8-20mmØ
MARK
b (mm) d (mm)
1.55
BAR A BAR B BAR C BAR D STIRRUPS

19-20mmØ
SECOND FLOOR
8-20mmØ

9-20mmØ
2-20Ø 2-20Ø 1-20Ø 1-20Ø
2.85 3.05
2B-1 260 520 A
2B-2 250 500 2-20Ø 2-20Ø 1-20Ø 1-20Ø A
1.55
THIRD FLOOR
3B-1 260 520 2-20Ø 2-20Ø 1-20Ø 1-20Ø A
3B-2 250 500 2-20Ø 2-20Ø 1-20Ø 1-20Ø A
ROOF DECK 2.85
RDB-1 260 520 2-20Ø 2-20Ø 1-20Ø 1-20Ø A 1.53
RDB-2 250 500 2-20Ø 2-20Ø 1-20Ø 1-20Ø A

4 SCHEDULES OF BEAMS FA2C1 FB2C1

ST 8-20mmØ 13-20mmØ
FD3C1
10-20mmØ

4-20mmØ

13-20mmØ

10-20mmØ
2.10
2.45 1.70
LL (LONG SPAN)
LL (LONG SPAN)
LL/4 LL /4
LL/4 LL /4
COLUMN COLUMN
COLUMN COLUMN
STRIP STRIP
STRIP STRIP

BAR B, CONTINUOUS BOTTOM BARS

BAR B, CONTINUOUS BOTTOM BARS 1.05 1.70
ALONG SHORT SPAN (PROVIDED ALL
ALONG SHORT SPAN (PROVIDED
THROUGH OUT LS)
ALL THROUGH OUT LS) 2.45

COLUMN
COLUMN

STRIP
LS /4
STRIP
LS /4

BAR A, CONTINUOUS BOTTOM BARS

BAR A, CONTINUOUS BOTTOM BARS
ALONG LONG SPAN (PROVIDED ALL
ALONG LONG SPAN (PROVIDED ALL
THROUGH OUT LL)
THROUGH OUT LL)
LS (SHORT SPAN)
LS (SHORT SPAN)

BAR D, TOP BARS @ COLUMN STRIP

BAR D, TOP BARS @ (CUT @ LS / 4)
ALONG SHORT SPAN (CUT @ LS / 4)
COLUMN STRIP
ALONG SHORT SPAN
BAR E, CONTINUOUS TOP BARS @
BAR E, CONTINUOUS TOP BARS @
COLUMN STRIP ALONG LONG SPAN
COLUMN STRIP ALONG LONG
SPAN
FC3C1
FAB3C1
COLUMN

BAR C, TOP BARS @ (CUT @ LL / 4)

COLUMN

STRIP
LS /4

COLUMN STRIP 11-20mmØ

STRIP
LS /4

ALONG LONG SPAN 9-20mmØ

22-20mmØ
22-20mmØ
BAR F, CONTINUOUS TOP BARS @
COLUMN STRIP ALONG SHORT
1.43 1.63
SPAN

TYPICAL TWO-WAY SLAB DETAIL TYPICAL ONE-WAY SLAB DETAIL 4.10 3.26

SCHEDULE OF SLAB
SPACING NOTES:
MARK
THICKNESS Ø REBAR
BOTTOM BARS (mm) TOP BARS (mm) 1. "S - 2" MARK IS A TWO-WAY SLAB
2. "S - 1" MARK IS ONE-WAY SLAB
4 SCHEDULES OF FOOTINGS
(mm) (mm)
S-1 100 10
BAR A
350
BAR B
350
BAR C
---
BAR D
150
BAR E
100
BAR F
---
3. BAR B IS ON TOP OF BAR A
4. BAR D IS ON TOP OF BAR E
5. BAR C IS ON TOP OF BAR F
ST
S-2 100 10 350 350 150 150 100 100

4 SCHEDULES OF SLABS
ST

GROUP NO. 4 PROJECT TITLE: PROJECT OWNER: SHEET CONTENT: DESIGNED BY: BSCE - 3F SHEET NO:

CAMAYAR, OMAR P. PROPOSED THREE STOREY TARLAC STATE UNIVERSITY DRAWN BY: GROUP 4
DUPITAS, MARK JAMES U.
SCHEDULES OF BEAMS
GORDOVIN, JOHN KENNETH COMMERCIAL BUILDING COLLEGE OF ENGINEERING AND TECHNOLOGY SCHEDULES OF SLABS
SCHEDULES OF FOOTINGS
CHECKED BY: ENGR. ORLANDO C. SICO JR. ST - 4
OFOOB, SERENE THARA C. DATE: 09 - 23 - 2020
LOCATION: BRGY. SAN JOSE DE URQUICO, BLK 4 INSTRUCTOR: ENGR. ORLANDO C. SICO JR.