(typical)

50
890
890
890

2000
890

LAP SPLICE
600 (min.)

2000
890

LAP SPLICE
600 (min.)
795 795 795 795 795 795 795 795 795 795

832
(typical)
975 975 975 975
600

50

300
b
7950
3900
731 731 731
h

T-1

1550
LT - 1

1400
2192
150

(typical)
50
T-5
450

580
580
580
h

5 80
580
b

0
100

58

832
80

2000
5
580
150

5 8 0
580

678
590 590
450

545 545 545 545 545 545 545 545 545 545 737 1110 1179
h

b 5448 1847
LT - 2
100

ISOLATED
T-2 T-6

COLUMN AND FOOTING DETAILS 6

84
6

271
84

678
6

678
84

2000
6
84 759 759
6
84 405405
1518
810
745 745 745 745 745 T-7 LT - 3
3725

T-3

920
83 483
83 4
83 4

832
4
483 737 1110 658

1 TRUSS CONNECTION DETAILS 453453453453453 2505

N.T.S.
2267
T-8
10mmØ STEEL BAR CHANNEL PURLIN 75mm X 50MM X 3MM
SPACED AT 600MM O.C T-4
WELDED JOINT

TRUSS TOP CHORD

1 PURLIN TO TRUSS CONNECTION

NOT TO SCALE

PURLINS AND TRUSS CONNECTION TRUSS DETAILS AND SCHEDULE

PROPOSED ONE STOREY RESIDENTIAL BUILDING S-5