Project: Structure: Date:

Footing
Location: Level: Page:
Foundation Lvl
Prepared by: Checked by:

NUMBER OF LENGTH DIMENSION (mm) TOTAL MARKET LENGTH

MARK DIAM. PCS PRODUCED NUMBER
DESCRIPTION PCS AT TO CUT SHAPE OF REBAR TOTAL NUMBER OF FOR EACH RAW MARKET RAW UNIT WT. WEIGHT
ON DWG SIZE LENGTH LENGTH
EACH FROM a b c SETS 6 7.5 9 10.5 12 13.5 15

F1 XBARS 16Ø 13 pcs 10.5m a a 200 76 2,022 2,574 12 4 39 1.578 646.19 - - - 39 - - -

b c b

F1 YBARS 16Ø 16 pcs 10.5m a a 200 76 1,522 2,074 12 5 39 1.578 646.19 - - - 39 - - -

b c b

F2 YBARS 10.5m a a - - - - - - - - - - - - - -
b c b

F2 10.5m a a - - - - - - - - - - - - - -
b c b

F3 a a - - - - - - - - - - - - - -
b c b

F3 a a - - - - - - - - - - - - - -
b c b

F4 a a - - - - - - - - - - - - - -
b c b

F4 a a - - - - - - - - - - - - - -
b c b

b c
Top Bars CONT-1 a - - - - - - - - - - - - - -

c b
Top Bars CONT-2 - - - - - - - - - - - - - -
a

Bottom Bars CONT-1 a - - - - - - - - - - - - - -

b c

Bottom Bars CONT-2 a - - - - - - - - - - - - - -

c b
 Project: Structure: Date:
Footing
Location: Level: Page:
Foundation Lvl
Prepared by: Checked by:

NUMBER OF LENGTH DIMENSION (mm) TOTAL MARKET LENGTH

MARK DIAM. PCS PRODUCED NUMBER
DESCRIPTION PCS AT TO CUT SHAPE OF REBAR TOTAL NUMBER OF FOR EACH RAW MARKET RAW UNIT WT. WEIGHT
ON DWG SIZE LENGTH LENGTH
EACH FROM a b c d e f SETS 6 7.5 9 10.5 12 13.5 15

SCENARIO 1: c
A1 20Ø 8 pcs 10.5m 240 95 10165 10,500 12 1 96 2.466 2,485.73 - - - 96 - - -
STARTER BARS 1
a
b

SCENARIO 1: c
B1 20Ø 8 pcs 5m 240 95 4665 5,335 12 1 96 2.466 1,183.68 - - - - - - -
STARTER BARS 2
a
b

SCENARIO 1:
A2 20Ø 6 pcs 7.5m a 7,500 7,500 12 1 72 2.466 1,331.64 - 72 - - - - -
SPLICE 1

SCENARIO 1:
B2 20Ø 6 pcs 12m a 12,000 12,000 12 1 72 2.466 2,130.62 - - - - 72 - -
SPLICE 2

SCENARIO 2: c
A1 20Ø 6 pcs 10.5m 240 95 10165 10,835 - - 2.466 - - - - - - - -
STARTER BARS 1
a
b

SCENARIO 2: c
B1 20Ø 2 pcs 7.5m 240 95 7165 7,835 - - 2.466 - - - - - - - -
STARTER BARS 1
a

SCENARIO 2: c
C1 20Ø 8 pcs 6m 240 95 5665 6,335 - - 2.466 - - - - - - - -
STARTER BARS 2
a

SCENARIO 2:
A2 20Ø 4 pcs 12m a 12,000 12,000 - - 2.466 - - - - - - - -
SPLICE 1

SCENARIO 2:
B2 20Ø 2 pcs 7.5m a 7,500 7,500 - - 2.466 - - - - - - - -
SPLICE 1

SCENARIO 2:
C2 20Ø 2 pcs 10.5m a 10,500 10,500 - - 2.466 - - - - - - - -
SPLICE 1

SCENARIO 2:
D2 20Ø 4 pcs 7.5m a 7,500 7,500 - - 2.466 - - - - - - - -
SPLICE 2

SCENARIO 2:
E2 20Ø 2 pcs 12m a 12,000 12,000 - - 2.466 - - - - - - - -
SPLICE 2
 Foundation to Tie Beam Foundation to Tie Beam
Footing Column Depth of Footing Depth of
Height Ties Spacing DIMENSION OF COLUMN BAR DIA CC COVER CORNER OTHER Count Space Count Space Depth of CC of Footing Column Ties Spacing
Rebars Beam V.Bars V.Bars from external from Inner Rebars Height from Beam
(mm) from NGL (mm)
(m) @50 @100 Rest @ 175 O.C LENGTH WIDTH
(mm) (mm) (mm) (mm) ties V.Bar ties V.Bar C6 Footing (m) (mm)
(mm) NGL (m) (mm) @50 @100 Rest @
12 1.97 300 2 6 14 500 250 10 40 20 20 4 2 2.5 75 12 1.97 300 2 6

Formula: Formula:
500 L = 2A + 2B + Hook(2) - 3(2db) - 2(3db) --> "External Ties" H1 = 4.47 - 0.3 - 0.075 - 0.012(2) 600L = 2A + 2B + Hook(2) - 3(2
250 Hook = (3db +75) or 9db --> "pick the highest answer" H1 = 4.071 m 300Hook = (3db +75) or 9db
C/c Spacing A = [ A - 2(Corner V.bar/2) + 2(Ties Dia/2) ] / 4 170 mm C = Irebars (A / Pcs of ORe
.1 x 2) C = C/c Spacing A + 2(Corner V.Bars/2) + 2(Ties Dia) = 2(Answer) - 2(Other Vbars/2) H2 = 4.47 - (2 x 0.05 x 2) - (6 x 0.1 x 2) L = 2C + 2B + Hook(2) - 3(2
L = 2C + 2B + Hook(2) - 3(2db) - 2(3db) --> "Inner Ties" 40 mm H2 = 2.671 m Solution:
520A = 600 mm - 80 mm = 520
Solution: # of Pcs @175mm 220B = 300 mm - 80 mm = 220
420 A = 500 mm - 80 mm = 420 mm = (2.671 / 0.175 ) -1 db = 10 mm ø
170 B = 250 mm - 80 mm = 170 mm = 14.263 pcs or 14 pcs 206C = 2(520 / 5 - 1 )= 206 mm
db = 10 mm ø

420 mm

A = 500 mm
C/c Spacing A = 420 - 20 - 20 / 4 = 95 mm Answer:

240 mm
140 C = 95 + 20 + 20 = 140 mm starter ties = 2 pcs L = 2A + 2B + Hook(2) - 3(2
240 240 C = 2(140) - 2(20) = 240 mm Total # of Ties L = 2(520) + 2(220) + 2[(3x
= (2 x 2) + (6 x 2) + 14 + 2 L = 1570 mm or 1.57 --> "
Answer: = 32 pcs
L = 2A + 2B + Hook(2) - 3(2db) - 2(3db) L = 2C + 2B + Hook(2) - 3(2
L = 2(420) + 2(170) + 2[(3x10) + 75] - 3(2x10) - 2(3x10) Joint Confinement = 3 pcs L = 2(206) + 2(220) + 2(75)

40 mm
L = 1270 mm or 1.27 m --> "External ties" Grand total # of Ties L = 952 mm or 0.952 m
= 32 + 3
L = 2C + 2B + Hook(2) - 3(2db) - 2(3db) = 35 pcs
L = 2(240) + 2(170) + 2[(3x10) + 75] - 3(2x10) - 2(3x10) B = 250 mm
L = 910 mm or 0.91 m --> "Inner Ties or Cross Ties"
 FLR LEVEL
NUMBER OF LENGTH DIMENSION (mm) TOTAL PCS PRODUCED NUMBER
MARKET LENGTH
SCHEDUL DIAM.
DESCRIPTION PCS AT TO CUT SHAPE OF REBAR TOTAL NUMBER OF FOR EACH RAW MARKET RAW UNIT WT. WEIGHT
E SIZE EACH FROM hook count 90° bend x count 135° bend x SETS LENGTH LENGTH
A B (3db+75) or (9db) 2db 3db 6 7.5 9 10.5 12 13.5 15

OUTER
FND TO GF TIES 10Ø 37 pcs 10.5m 170 170 210 60 60 770 1 13 3 0.616 19.40 - - - 3 - - -

INNER
TIES 10Ø 37 pcs 10.5m 130 130 210 60 60 610 1 17 3 0.616 19.40 - - - 3 - - -

OUTER
TIES 10Ø 41 pcs 10.5m 170 170 210 60 60 770 1 13 4 0.616 25.87 - - - 4 - - -
GF TO 2F

INNER
TIES 10Ø 41 pcs 10.5m 130 130 210 60 60 610 1 17 3 0.616 19.40 - - - 3 - - -
C1

OUTER
TIES 10Ø 41 pcs 10.5m 170 170 210 60 60 770 1 13 4 0.616 25.87 - - - 4 - - -
2F TO 3F

INNER
TIES 10Ø 41 pcs 10.5m 130 130 210 60 60 610 1 17 3 0.616 19.40 - - - 3 - - -

OUTER
TIES 10Ø 41 pcs 10.5m 170 170 210 60 60 770 1 13 4 0.616 25.87 - - - 4 - - -
3F TO 4F

INNER
TIES 10Ø 41 pcs 10.5m 130 130 210 60 60 610 1 17 3 0.616 19.40 - - - 3 - - -
 FLR LEVEL
NUMBER OF LENGTH DIMENSION (mm) TOTAL PCS PRODUCED NUMBER
MARKET LENGTH
SCHEDUL DIAM.
DESCRIPTION PCS AT TO CUT SHAPE OF REBAR TOTAL NUMBER OF FOR EACH RAW MARKET RAW UNIT WT. WEIGHT
E SIZE EACH FROM hook count 90° bend x count 135° bend x SETS LENGTH LENGTH
A B (3db+75) or (9db) 2db 3db 6 7.5 9 10.5 12 13.5 15

OUTER
FND TO GF TIES 10Ø 35 pcs 10.5m 220 120 210 60 60 770 1 13 3 0.616 19.40 - - - 3 - - -

INNER
TIES 10Ø 35 pcs 5m 120 150 20 30 220 1 22 2 0.616 6.16 - - - - - - -

OUTER
TIES 10Ø 35 pcs 10.5m 220 120 210 60 60 770 1 13 3 0.616 19.40 - - - 3 - - -
GF TO 2F

INNER
TIES 10Ø 35 pcs 5m 120 150 20 30 220 1 22 2 0.616 6.16 - - - - - - -
C2

OUTER
TIES 10Ø 35 pcs 10.5m 220 120 210 60 60 770 1 13 3 0.616 19.40 - - - 3 - - -
2F TO 3F

INNER
TIES 10Ø 35 pcs 5m 120 150 20 30 220 1 22 2 0.616 6.16 - - - - - - -

OUTER
TIES 10Ø 35 pcs 10.5m 220 120 210 60 60 770 1 13 3 0.616 19.40 - - - 3 - - -
3F TO 4F

INNER
TIES 10Ø 35 pcs 5m 120 150 20 30 220 1 22 2 0.616 6.16 - - - - - - -
 Project: Structure: Date:
Footing
Location: Level: Page:
Foundation Lvl
Prepared by: Checked by:

TOP-EXTRA-1 TOP-EXTRA-2 TOP-EXTRA-1

TOP-EXTRA-2
3000 2000 TOP-CONT-2 1500
750 TOP-CONT-1 750 500 500 375 TOP-CONT-3 375

BOT-EXTRA-1 BOT-EXTRA-1 BOT-EXTRA-1

600 600 400 400 300 300
BOT-CONT-1 BOT-CONT-3
BOT-CONT-2

LEFT MID RIGHT

Mark Location Length B x H Bar Size
TOP BOT TOP BOT TOP BOT
B-1 Grid 1 - 2 3000 250 x 450 16 3 2 2 3 3 2
Grid 2 - 3 2000 250 x 450 16 3 2 2 3 3 2
Grid 3 - 4 1500 250 x 450 16 3 2 2 3 3 2

PCS
LENGTH DIMENSION (mm) TOTAL NUMBER MARKET LENGTH
MARK ON DIAM. NUMBER OF PRODUCED
DESCRIPTION
DWG SIZE PCS AT EACH
TO CUT SHAPE OF REBAR TOTAL NUMBER OF MARKET RAW UNIT WT. WEIGHT
FROM a b c d FOR EACH 6 7.5 9 10.5 12 15
SETS LENGTH
RAW LENGTH

B-1 CONTINUOS
BOT-
REBARS @ 16Ø 2 pcs 6m a 200 76 10,224 10,500 3 1.0 6.0 1.578 56.81 6 - - - - -
BOTTOM CONT-1
b c

B-1 CONTINUOS
BOT-
REBARS @ 16Ø 2 pcs 6m 9,000 9,000 3 1.0 6.0 1.578 56.81 6 - - - - -
BOTTOM CONT-2
a

c
B-1 CONTINUOS
BOT-
REBARS @ 16Ø 2 pcs 6m a 200 76 6,472 6,748 3 1.0 6.0 1.578 56.81 6 - - - - -
BOTTOM CONT-3
c b

b c
B-1 CONTINUOS TOP-
REBARS @ TOP CONT-1
16Ø 2 pcs 6m a 200 76 11,724 12,000 3 1.0 6.0 1.578 56.81 6 - - - - -

B-1 CONTINUOS TOP-

REBARS @ TOP CONT-2
16Ø 2 pcs 6m 9,000 9,000 3 1.0 6.0 1.578 56.81 6 - - - - -
a

c b
B-1 CONTINUOS TOP-
16Ø 2 pcs 6m 200 76 4,320 4,596 3 1.0 6.0 1.578 56.81 6 - - - - -
REBARS @ TOP CONT-3 a

b c
TOP- d
B-1 TOP EXTRA 16Ø 1 pcs 10.5m a 200 76 2,126 100 2,502 3 4.0 1.0 1.578 16.57 - - - 1 - -
EXTR-1

TOP- b
B-1 TOP EXTRA 16Ø 1 pcs 9m a a 100 4,150 4,350 3 2.0 2.0 1.578 28.40 - - 2 - - -
EXTR-2

TOP- b
B-1 TOP EXTRA 16Ø 1 pcs 9m a a 100 4,150 4,350 3 2.0 2.0 1.578 28.40 - - 2 - - -
EXTR-2

c b
TOP- d
B-1 TOP EXTRA 16Ø 1 pcs 10.5m a 200 76 2,126 100 2,502 3 4.0 1.0 1.578 16.57 - - - 1 - -
EXTR-1

BOT-
B-1 BOT EXTRA 16Ø 1 pcs 10.5m 100 4,440 4,640 3 2.0 2.0 1.578 33.14 - - - 2 - -
EXTR-1 a a
b

BOT-
B-1 BOT EXTRA 16Ø 1 pcs 10.5m a 100 4,560 4,760 3 2.0 2.0 1.578 33.14 - - - 2 - -
EXTR-2 a
b

BOT-
B-1 BOT EXTRA 16Ø 1 pcs 10.5m a 100 4,440 4,640 3 2.0 2.0 1.578 33.14 - - - 2 - -
EXTR-1 a
b
 DIMENSION (mm) PCS MARKET LENGTH

FLR LEVEL
NUMBER OF LENGTH TOTAL NUMBER
DESCRIPTION SCHEDULE DIAM. SHAPE OF REBAR TOTAL PRODUCED UNIT WT. WEIGHT
PCS AT TO CUT NUMBER OF MARKET
SIZE FOR EACH
EACH FROM A B hook count 90° bend x count 135° bend x SETS RAW LENGTH 6 7.5 9 10.5 12 13.5 15
(3db+75) or (9db) 2db 3db RAW LENGTH

2ND FLOOR LEVEL

3RD FLOOR LEVEL G1 10Ø 35 pcs 10.5m 520 320 210 60 60 1,770 1 5 7 0.616 45.28 - - - 7 - - -

G1 10Ø 34 pcs 10.5m 220 120 210 60 60 770 1 13 3 0.616 19.40 - - - 3 - - -

B1
4TH FLOOR LEVEL

G1 10Ø 34 pcs 10.5m 220 120 210 60 60 770 1 13 3 0.616 19.40 - - - 3 - - -

ROOF

G1 10Ø 34 pcs 10.5m 220 120 210 60 60 770 1 13 3 0.616 19.40 - - - 3 - - -

DIMENSION (mm) PCS MARKET LENGTH

FLR LEVEL

NUMBER OF LENGTH TOTAL NUMBER

DIAM. PRODUCED
DESCRIPTION SCHEDULE PCS AT TO CUT SHAPE OF REBAR TOTAL NUMBER OF MARKET UNIT WT. WEIGHT
SIZE FOR EACH
EACH FROM A B hook count 90° bend x count 135° bend x SETS RAW LENGTH 6 7.5 9 10.5 12 13.5 15
(3db+75) or (9db) 2db 3db RAW LENGTH
2ND FLOOR LEVEL

OUTER TIES 10Ø 34 pcs 10.5m 220 120 210 60 60 770 1 13 3 0.616 19.40 - - - 3 - - -
3RD FLOOR LEVEL

OUTER TIES 10Ø 34 pcs 10.5m 220 120 210 60 60 770 1 13 3 0.616 19.40 - - - 3 - - -
B2
4TH FLOOR LEVEL

OUTER TIES 10Ø 34 pcs 10.5m 220 120 210 60 60 770 1 13 3 0.616 19.40 - - - 3 - - -
ROOF

OUTER TIES 10Ø 34 pcs 10.5m 220 120 210 60 60 770 1 13 3 0.616 19.40 - - - 3 - - -
 Project: Structure: Date:
Footing
Location: Level: Page:
Foundation Lvl
Prepared by: Checked by:

PCS
LENGTH DIMENSION (mm) TOTAL NUMBER MARKET LENGTH
MARK ON DIAM. NUMBER OF PRODUCED
DESCRIPTION
DWG SIZE PCS AT EACH
TO CUT SHAPE OF REBAR TOTAL NUMBER OF MARKET RAW UNIT WT. WEIGHT
FROM a b c d FOR EACH 6 7.5 9 10.5 12 15
SETS LENGTH
RAW LENGTH

Bottom Starter b c
BOT-A 12Ø 61 pcs 9m 144 57 8,799 9,000 1 1.0 61.0 0.888 487.51 - - 61 - - -
parallel to Grid 1 a

Bottom Starter b c
BOT-A 12Ø 64 pcs 10.5m 144 57 10,299 10,500 1 1.0 64.0 0.888 596.74 - - - 64 - -
parallel to Grid 1 a

Bot parallel to Grid c b

BOT-A 12Ø 61 pcs 10.5m 144 57 4,799 5,000 1 2.0 31.0 0.888 289.04 - - - 31 - -
1 a

Bot parallel to Grid c b

BOT-A 12Ø 64 pcs 12m 144 57 3,569 3,770 1 3.0 22.0 0.888 234.43 - - - - 22 -
1 a
 Bottom Starter b c
BOT-A 12Ø 49 pcs 12m 144 57 11,799 12,000 1 1.0 49.0 0.888 522.14 - - - - 49 -
parallel to Grid A a

Bottom Starter b c
BOT-A 12Ø 52 pcs 10.5m 144 57 10,299 10,500 1 1.0 52.0 0.888 484.85 - - - 52 - -
parallel to Grid A a

Bot parallel to Grid c b

BOT-A 12Ø 49 pcs 10.5m 144 57 4,799 5,000 1 2.0 25.0 0.888 233.10 - - - 25 - -
A a

Bot parallel to Grid c b

BOT-A 12Ø 52 pcs 7.5m 144 57 6,299 6,500 1 1.0 52.0 0.888 346.32 - 52 - - - -
A a

c
Top Bars along b c
"Discontinuous" A 12Ø 92 pcs 12m d 144 57 1,152 150 1,503 1 7.0 14.0 0.888 149.18 - - - - 14 -
a
edges

c
Top Bars along b c
"Discontinuous" D 12Ø 92 pcs 12m d 144 57 1,152 150 1,503 1 7.0 14.0 0.888 149.18 - - - - 14 -
a
edges

c
Top Bars along b c
"Discontinuous" 1 12Ø 75 pcs 9m d 144 57 1,402 150 1,753 1 5.0 15.0 0.888 119.88 - - 15 - - -
a
edges

c
Top Bars along b c
"Discontinuous" 4 12Ø 75 pcs 9m d 144 57 1,402 150 1,753 1 5.0 15.0 0.888 119.88 - - 15 - - -
a
edges

c
Top Bars along
"Continuous" C 12Ø 106 pcs 6m b 150 2,375 2,675 1 2.0 53.0 0.888 282.38 53 - - - - -
a a
edges

c
Top Bars along
"Continuous" B 12Ø 106 pcs 6m b 150 2,375 2,675 1 2.0 53.0 0.888 282.38 53 - - - - -
a a
edges

c
 c
Top Bars along
"Continuous" 2 12Ø 85 pcs 10.5m b 150 2,875 3,175 1 3.0 29.0 0.888 270.40 - - - 29 - -
a a
edges

c
Top Bars along
"Continuous" 3 12Ø 85 pcs 10.5m b 150 2,875 3,175 1 3.0 29.0 0.888 270.40 - - - 29 - -
a a
edges

4,837.82 106 52 91 230 99 -

 Inches mm
BACK LAP SPLICE SCHEDULE (L) LAP SPLICE SCHEDULE (L)

BAR SIZES

BAR SIZES
Fc' = 3ksi

Fc' = 4ksi

Fc' = 5ksi

Fc' = 3ksi

Fc' = 4ksi

Fc' = 5ksi
ALL MEMBERS U.N.O

ALL MEMBERS U.N.O

10 17 16 16 10 440 410 410
12 22 19 17 12 560 490 440
16 27 24 21 16 690 610 540
20 33 28 25 20 840 720 640
22 38 33 29 22 970 840 740
25 45 39 35 25 1150 1000 890
28 57 50 45 28 1450 1270 1150
32 73 63 56 32 1860 1610 1430
36 89 77 69 36 2270 1960 1760
 Point at which bar
is developed

db
90-degree
bend

Diameter

ext

dh

Point at which bar is

developed

db

180-degree
bend
Diameter

ext

dh
BACK
CONTINUES BEA
S BEAM
CONSIDERING
EXT
NSIDERING 2H RULE
EXTRA BARS FOR BE
NOT
THIS DRAWIN
OR BEAM
NOT CONSIDERING 2H RULE
THIS DRAWING IS APPLICABLE FOR BEAMS ALONG GRID A/A'/B
G GRID A/A'/B/C/D
BACK
BACK