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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 38, section 1. The text section number identifies this passage in the reader.
6N16-200 EXTRA
6000 LONG
0
N12-20
N12-20
0
4N16-2
00 EXT
0
N16-20
N12-20
RA
0
4N16-2
2500 LO
N16-200
LAY 2nd & 3rd
00 EXT
NG
4N20-2
RA
RA
00 EXT
4N16-2
00 EXT
N16-200 NG
LAY 1st & 4th
2500 LO N16-25
0
4N16-200 EXTRA & 3rd
LAY 2nd
RA
3000 LONG
0
N16-20
N16-200
4N16-200 EXTRA
3000 LONG
LAYING SEQUENCE U.N.O.
N16-25
BARS REQUIRED IN OTHER SEQUENCE
LAY 1st
ARE TAGGED ON PLAN THUS:-
0
(1) LAID 1ST, (2) LAID 2ND
& 4th
(3) LAID 3RD, (4) LAID 4TH
6N16-2
N16-20
5000 LO
A LAYING SEQUENCE U.N.O.
0 EXTR
N16-25 BARS REQUIRED IN OTHER SEQUENCE
00 EXT
0
NG ARE TAGGED ON PLAN THUS:-
2500 LO
4N16-200 EXTRA
3000 LONG
NG
(1) LAID 1ST, (2) LAID 2ND
RA
(3) LAID 3RD, (4) LAID 4TH
N16-25
0
RA
00 EXT
4N16-2
NG
2500 LO
4N16-2
2500 LO
00 EXT
RA
NG
0
N12-20
N12-20
0
N12-20
0
K4, K5 & K6 VILLA UPPER FLOOR TOP REINFORCEMENT PLAN
SCALE 1 : 75
2 N20 TRIMMERS TOP
AND BOTTOM
SLAB TOP REINFORCEMENT NOTES BEAM TOP REINFORCEMENT NOTES
300 TYPICAL U.N.O. • LAPS TO SLAB REINFORCEMENT TO BE AS PER TABLE ON • LAPS TO BEAM REINFORCEMENT TO BE AS PER TABLE ON
MIN. DRAWING S001 UNLESS NOTED OTHERWISE ON PLAN DRAWING S001 UNLESS NOTED OTHERWISE ON PLAN
• REINFORCEMENT IS TO BE DISPLACED AROUND • FOR PENETRATIONS LESS THAN Ø100 LOCALLY DISPLACE SIDE
PENETRATIONS, NOT CUT. PROVIDE N16-200 INFILL BARS. FACE REINFORCEMENT AND PROVIDE 1 N16 x 600 LONG TO EACH
SLAB REINFORCEMENT • PROVIDE 1 N16x1500 LONG TRIMMER BAR AT ALL RE- PENETRATION FACE AT EACH SIDE OF BEAM. PENETRATIONS
MIN.
300
COGGED AT PENETRATION. ENTRANT CORNERS. LESS THAN Ø100 MAY NOT BE SHOWN ON PLAN.
• ALL DISTRIBUTION REINFORCEMENT TO BE N12-300 U.N.O. • ALL BEAMS TO HAVE N12 LIGS AT 300 CRS. UNLESS NOTED
OTHERWISE ON PLAN.
LAP LENGTH
LAP LENGTH
REFER DRG. S001
REFER DRG. S001
LAP LENGTH
TYP.
300 TYP.
NOTE:
FOR PENETRATIONS LESS THAN 300 SQ. REINFORCEMENT 300 TYP.
IS TO BE DISPLACED NOT CUT. PROVIDE N16-200 INFILL BARS. SLAB TOP REINF. SCHEMATIC
TYPICAL SLAB PENETRATION DETAIL BEAM TOP REINF. SCHEMATIC
INFORMATION
SCALE 1:20
NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
K4, K5 & K6 VILLA UPPER FLOOR TOP
Drawn By Designed By Approved By
JAL JM JO
REINFORCEMENT PLAN
Project No. Discipline Scale
[email protected] 20220173 STRUCTURAL As indicated (at A1)
Project Name
37 MARY ST NOOSAVILLE, QLD Drawing No. Revision
1 04.11.22 ISSUE FOR INFORMATION JAL JO NOOSA VILLAS
07 5211 1003 S212 1
Rev Date Description By Chk 10 NATASHA AVE & 24 KATHARINA ST, NOOSA HEADS QLD
FULL SIZE ON ORIGINAL 0 10 20 30 40 50 60 70 80 90 100 mm
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