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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
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Original PDF page 18, section 1. The text section number identifies this passage in the reader.
GB1
1
1
1
1
SP
SP
SP
SP
GB1 GB1
BW3
BW3
1
1
1
1
1
1
SP
BW3
SP
SP
SP
SP
SP
1
1
1
SP
SP
SP
GB1
GB1
BW3 BW3
DEJ1
BW4
GB2
BW1
SJ1
SJ1
SJ1
SJ1
BW3
1
SP
1
SP
SF2
BW4
1
SP
SJ1 SJ1 SJ1 SJ1 SJ1 SJ1
1
1
BW3
SP
SP
BW4
GB1
CW1 SF1
125
GB2
KBD
SJ1
SJ1
BW3
1
SP
DEJ1
GB1
S106
SJ1
SJ1
KBB
1
GB1
SP
PC5 PC5 S105
BW1
1
1
SP
SP
1
1
1
SP
SP
SP
BW3
250
1
SP
180
1
180
SP
SECANT PILE WALL DESIGNED AND
1
BW4
CW1
KBA
SP
1
1
1
CERTIFIED BY OTHERS. REFER TO
CW1
SP
SP
SP
BW3
1
BW3
SP
SPECIALIST D&C CONTRACTOR FOR BW4 BW4 S105
1
1
1
FURTHER INFORMATION.
SP
SP
SP
BW3
1
1
BW3 SP1
SJ1 SJ1
SP
SP
GB2
GB2 BW4
1
1
SP
SP
BW3
GB2 GB2 1200
BW3
1
SP
BW3 TYP
GB2
1200
BW4
BW4
1
SP
TYP
1
1
1
1
1
1
BW3
BW3
SP
SP
SP
SP
SP
SP
1
1
SP
SP
BW1
180
1
SP
1
SP
GB2 GB2 CW1
SF1
SJ1
SJ1
1
DEJ1
SP
1200
TYP
BW3
180
1
SP
SJ1
SF1
1
1
SP
SP
SJ1
BW4
BW3 KBC
SJ1 SJ1 SJ1 SJ1 SJ1 SJ1
S106
GB2
1
SP
ET1
1
SP
BW4
GB2
DEJ1
SJ1
SJ1
SJ1
SJ1
BW1
BW3 SF1
BW3 BW3 BW3
1
1
1
1
1
1
1
1
1
1
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
GB1 GB1 KBE
SF1
150
S105
SF1
SECANT PILE WALL DESIGNED AND
CERTIFIED BY OTHERS. REFER TO
SPECIALIST D&C CONTRACTOR FOR KGC
FURTHER INFORMATION. S115
K1, K2 & K3 VILLA BASEMENT GENERAL ARRANGEMENT PLAN
SCALE 1 : 50
NOTES LEGEND: SCHEDULE OF CONCRETE ELEMENTS
1. GROUND LEVEL PLAN TO BE READ IN CONJUNCTION WITH THE GEOTECHNICAL ......... BLOCKWORK OVER SCREW PIERS
INVESTIGATION REPORT No.22380-001-Rev0 DATED 12 OCTOBER EDGE THICKENINGS
2022 AND PREPARED BY TECTONIC GEOTECHNICAL ......... CONCRETE COLUMN / WALL OVER MARK REMARKS
MARK DESCRIPTION REMARKS
2. REFER ARCHITECTURAL DRAWINGS FOR ALL FLOOR FINISHES AND DETAILS TO ALL SP1 200 kN SWL
......... LOAD BEARING ELEMENT UNDER ET1 200d x 250w
REBATES, STEPS, SETDOWNS AND FALLS ETC. AS WELL AS DRAINAGE PIT DETAILS SP2
AND SETOUT. ......... DENOTES SLAB THICKNESS
3. SLAB ON GROUND TO BE CAST ONTO MIN 200um VISQUEEN AND 50mm BEDDING
THK • SCREW PIERS TO BE DESIGNED AND CERTIFIED BY OTHERS. SLABS
SAND. JOINTS TO BE LAPPED AND TAPED TO ARCHITECTURAL DETAILS. STEP THICKNESS REMARKS
......... DENOTES SLAB STEP
4. PROVIDE 250 WIDE x 200 DEEP EDGE THICKENING TO CONCRETE SLABS ON GROUND GROUND BEAMS 125 SL82 MESH TOP
LESS THAN 150mm THICK, WHERE THE SLAB DOES NOT FOUND ON TO A FOOTING 150 SL82 MESH TOP & BTM
BCJ ......... DENOTES BLOCKWORK MARK WIDTH DEPTH COMMENTS
SYSTEM TYP UNO. 180 SL82 MESH TOP & BTM
CONTROL JOINT GB1 800 450
5. PROVIDE 1 N12 TRIMMER BAR TOP TO ALL SLAB EDGES TYPICAL UNO. ALL RE-
GB2 500 450 250 S12-200 EACH WAY TOP & BTM
ENTRANT CORNERS TO HAVE 2 N12 TRIMMER BARS 1200 LG PLACED TOP AND SLAB JOINTS
BOTTOM UNO.
6. ALL COMPACTED FILL SHALL BE CBR 15 SELECT FILL PLACED IN LAYERS NOT SJ1 SAWN JOINT PILE CAPS WALL SCHEDULE
EXCEEDING 200mm THICK AND COMPACTED TO 98% (MODIFIED). SDJ1 SAWN DOWEL JOINT MARK VERT REINF. HORIZ REINF. DESCRIPTION REMARKS
MARK LENGTH WIDTH DEPTH
7. REFER STANDARD NOTES ON DRG S001 FOR CONCRETE STRENGTHS, COVERS, BAR DJ1 DOWEL JOINT BC1 REFER DETAIL 300 SERIES BLOCKWORK COLUMN
PC5 3200 2200 450
LAP LENGTHS, BEARING CAPACITIES ETC. DEJ1 DOWELLED EXPANSION JOINT BU1 N12-400 N12-400 200 SERIES BLOCKWORK UPSTAND
BW1 N20-200 N16-400 300 SERIES BLOCKWORK
STRIP FOOTINGS BW2 N16-200 N16-200 200 SERIES BLOCKWORK
500mm 0 500 1000 1500 2000
MARK
SF1
SF2
WIDTH
450
800
DEPTH
450
300
BW3
BW4
BW5
N16-200
N12-400
N12-400
N12-200
N12-400
N12-400
200 SERIES BLOCKWORK
200 SERIES BLOCKWORK
150 SERIES BLOCKWORK
INFORMATION
1 :50
CW1 S12-200 EF S12-200 EF 200 THICK CONCRETE POOL WALLS NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
K1, K2 & K3 VILLA BASEMENT GENERAL
Drawn By Designed By Approved By
JAL JM JO
ARRANGEMENT PLAN
Project No. Discipline Scale
[email protected] 20220173 STRUCTURAL As indicated (at A1)
2 19.01.23 ISSUE FOR INFORMATION JAL JO 37 MARY ST NOOSAVILLE, QLD Project Name Drawing No. Revision
1 04.11.22 ISSUE FOR INFORMATION JAL JO NOOSA VILLAS
07 5211 1003 S100 2
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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