FOUNDATION PLAN

SCALE 1:100MTS

1 2 3 4 5 6 7

19.50

1.50 2.50 2.50 4.00 3.00 3.70 2.30

F1C1
F2C1 F2C1 F2C1 F2C1 F2C1 F2C1

FTB
A

FTB FTB FTB FTB FTB

2.30
3.80

FTB FTB FTB FTB FTB FTB FTB

WF WF

F1C1 F1C1
F2C1 F2C1 F2C1 F2C1 F2C1

1.50
B

FTB FTB FTB FTB FTB FTB FTB

1.20
WF WF
WF FTB FTB
2.70

FTB
F1C1 F1C1 F1C1
F2C1 F2C1 F2C1 F2C1

1.50
12.00
C

FTB FTB FTB FTB FTB FTB

FTB
2.50

FTB FTB
F2C1 F2C1 F1C2
FTB FTB
4.00

FTB
D

F1C1 F1C1
1.50

FTB
FTB
FTB
D'

F1C2 F1C2
1.50

FTB
E

5.00 2.50 1.20

SECOND FLOOR FRAMING PLAN

SCALE 1:100MTS

1 2 3 4 5 6 7

19.50

1.50 2.50 2.50 4.00 3.00 3.70 2.30

A

2B-3 2B-3 2B-2 2B-3 2B-2

3.80

2B-2

2B-2

2B-2

2B-2

2B-2

2B-2

S-3 S-3 S-2 S-2 S-2

2B-3 2B-3 2B-2 2B-3 2B-2 2B-3

B

2B-3

2B-3

2B-3

2B-3

2B-3
2.70

S-3 S-2 S-3

12.00

S-1
C

2B-3 2B-3 2B-2 2B-3

S-3
2B-3
2B-3
2.50

S-3
2B-1

2B-1

2B-3
D

1.50

2B-1
S-2
D'

1.50
E
 ROOF FRAMING PLAN
SCALE 1:100MTS

1 2 3 4 5 6 7

19.50
2" X 4" C-PURLINS
@0.60 SPACING O.C.
1.50 2.50 2.50 4.00 3.00 3.70 2.30
A

HI

-1
SS
PT

RU
RU
3.80

PT
SS

HI
-1

TRUSS-3
VA
L

1
LE

S
YT

US
B

RU

TR
TRUSS-1
SS

EY

2
TRUSS-2

S-
-2

LL

US
VA

R
TRUSS-4

PT
2.70

HI
-2
12.00

USS
TR

HALFTRUSS-1
Y
C

LE
L

-1
VA

SS
RU

HI
PT
PT

R
HI
2.50

US

HI
S-

PT
1
VA

RU
LL

SS
EY

-2
TR
D

US
S
-3

HALFTRUSS-2

HI
SS

PT
1.50

RU

RU
PT

SS
HI

-3
D'

1.50
E

ROOF PLAN
SCALE 1:100MTS

1 2 3 4 5 6 7

19.50 1.20

1.20
1.20

1.20
A
B

11.40
12.00
C
D
D'

1.20
E

1.20 1.20

7.40 13.00
 SCHEDULE OF FOOTINGS
SCALE 1:40MTS

for >3.00 spans for 2.00-3.00 spans

F1 F2 WF
1.80

12-16Ø 1.40

9-16Ø
1.80

1.40
NGL

0.15 0.40
9-16Ø
12-16Ø
3 - 12mmØ FOOTING BARS
w/ 10mmØ STIRRUPS SPACED
@ 0.30m ON CENTER
NGL NGL
1.10

1.10
0.30

0.25

SCHEDULE OF COLUMNS
SCALE 1:25MTS

MARK/LEVEL C1 C2

0.350

SECOND VERT: 4-16Ø & 2-12Ø

FLOOR TO
0.225

TIES: 10Ø, 6@0.10,

ROOF BEAM REST @0.175m

0.350 0.300

FOOTING VERT: 8-16Ø VERT: 8-16Ø

TO SECOND
0.300
0.225

TIES: 10Ø, 6@0.10, TIES: 10Ø, 6@0.10,

FLOOR REST @0.175m REST @0.175m

SCHEDULE OF BEAMS
SCALE NOT TO SCALE

SIZE REINFORCEMENTS

MARK/LEVEL STIRRUPS
b (mm) d (mm) BAR A BAR B BAR C BAR D BAR E

2B-1 200 400 2-16Ø 2-16Ø 4-16Ø 2-16Ø - A

2B-2 200 400 2-16Ø 2-16Ø 3-16Ø 2-16Ø - A

2B-3 200 400 2-16Ø 2-16Ø 2-16Ø - - A

RB-1 200 300 2-16Ø 2-16Ø 3-16Ø - - B

RB-2 200 350 2-16Ø 2-16Ø - - - A

STIRRUPS A - 10Ø, 1@0.05, 5@0.10, 5@0.15, REST @0.20m

B - 10Ø, 1@0.05, 5@0.10, REST @0.20m

 TRUSS DIAGRAM

0.76
SCALE NOT TO SCALE

1.35
1.00 4 @ 0.70 = 2.80 1.00
4 @ 0.885 = 3.54 1.35
TRUSS-4
HIPTRUSS-3
TOP CHORD 2 <2x2x163
2.50

BOTTOM CHORD 2 <2x2x163

WEB MEMBERS 2 <121x121x163
TOP CHORD 2 <2x2x163
0.10

BOTTOM CHORD 2 <2x2x163

1.00 10 @ 0.90 = 9.00 1.00 WEB MEMBERS 2 <121x121x163

TRUSS-1

2.50

1.74
TOP CHORD 2 <2x2x41
BOTTOM CHORD 2 <2x2x41
WEB MEMBERS 2 <121x121x41
1.35 8 @ 0.795 = 6.36
4 @ 0.655 = 2.62 1.00

HIPTRUSS-1 HALFTRUSS-1

2.50
TOP CHORD 2 <2x2x163
BOTTOM CHORD 2 <2x2x163 FOR ALL MEMBERS 2 <121x121x163
WEB MEMBERS 2 <121x121x163
6 @ 0.95 = 5.70 8 @ 0.8375 = 6.70

TRUSS-2

1.35
TOP CHORD 2 <2x2x41
BOTTOM CHORD 2 <2x2x41
WEB MEMBERS 2 <121x121x41 1.74 4 @ 0.625 = 2.50 1.00

HALFTRUSS-2
2.50

4 @ 0.94 = 3.76 1.35

FOR ALL MEMBERS 2 <121x121x163
HIPTRUSS-2
0.10

1.00 5 @ 0.90 = 4.50 4 @ 0.90 = 3.60 0.40

TOP CHORD 2 <2x2x163
BOTTOM CHORD 2 <2x2x163
TRUSS-3 WEB MEMBERS 2 <121x121x163

TOP CHORD 2 <2x2x41

BOTTOM CHORD 2 <2x2x41
WEB MEMBERS 2 <121x121x41