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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
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Original PDF page 43, section 1. The text section number identifies this passage in the reader.
NOTES
1. GROUND LEVEL PLAN TO BE READ IN CONJUNCTION WITH THE GEOTECHNICAL
NLD NLC INVESTIGATION REPORT No.22380-001-Rev0 DATED 12 OCTOBER
S305 S305 2022 AND PREPARED BY TECTONIC GEOTECHNICAL
2. REFER ARCHITECTURAL DRAWINGS FOR ALL FLOOR FINISHES AND DETAILS TO ALL
REBATES, STEPS, SETDOWNS AND FALLS ETC. AS WELL AS DRAINAGE PIT DETAILS
AND SETOUT.
3. SLAB ON GROUND TO BE CAST ONTO MIN 200um VISQUEEN AND 50mm BEDDING
SAND. JOINTS TO BE LAPPED AND TAPED TO ARCHITECTURAL DETAILS.
4. PROVIDE 250 WIDE x 200 DEEP EDGE THICKENING TO CONCRETE SLABS ON GROUND
LESS THAN 150mm THICK, WHERE THE SLAB DOES NOT FOUND ON TO A FOOTING
SYSTEM TYP UNO.
250 5. PROVIDE 1 N12 TRIMMER BAR TOP TO ALL SLAB EDGES TYPICAL UNO. ALL RE-
ENTRANT CORNERS TO HAVE 2 N12 TRIMMER BARS 1200 LG PLACED TOP AND
BOTTOM UNO.
6. ALL COMPACTED FILL SHALL BE CBR 15 SELECT FILL PLACED IN LAYERS NOT
EXCEEDING 200mm THICK AND COMPACTED TO 98% (MODIFIED).
7. REFER STANDARD NOTES ON DRG S001 FOR CONCRETE STRENGTHS, COVERS, BAR
LAP LENGTHS, BEARING CAPACITIES ETC.
LEGEND:
......... BLOCKWORK OVER
BW4
1
2
2
2
2
2
2
1
BW4 BW4
SP
SP
SP
SP
SP
SP
SP
SP
......... CONCRETE COLUMN / WALL OVER
......... LOAD BEARING ELEMENT UNDER
GB2 GB2 GB2 GB2 GB2 GB2 GB2
1
SP
THK ......... DENOTES SLAB THICKNESS
STEP
NLB ......... DENOTES SLAB STEP
GB6
GB6
S305 BCJ ......... DENOTES BLOCKWORK
GB2
BW4
125 125 CONTROL JOINT
125 125 125
SCHEDULE OF CONCRETE ELEMENTS
GB6
GB6
GB1
125 125
1
BW3
SP
GB2
GB6
SCREW PIERS
BW4 P1
S
PC4 PC4 MARK REMARKS
1
1
SP
SP
1
1
SP
SP
SP1 200 kN SWL
SP2
STEP
STEP
400 FOLD TYP 400 FOLD TYP • SCREW PIERS TO BE DESIGNED AND CERTIFIED BY OTHERS.
GB2 GB2
STEP STEP
STEP STEP
GB2
PILE CAPS
BW4 1 BW4 BW4 BW4
1
1
1
1
SP
SP
SP
SP
SP
MARK LENGTH WIDTH DEPTH
2
1
SP
SP
2
SP
PC1 4700 2600 450
BW4
2
1
STEP
PC2 1800 1100 450
STEP
SP
SP
GB2 GB2
GB2
GB2 GB2
PC3 1100 1100 450
125
PC4 1100 600 450
BW4
125
GB2
BW4
GB2
GB6
STRIP FOOTINGS
125 125 125 125 MARK WIDTH DEPTH
GB6
GB2
SF1 450 450
BW4
SF1
2
SP
180 180
2
SP
SF2 800 300
GROUND BEAMS
2
SP
BW4
1
SP
MARK WIDTH DEPTH COMMENTS
GB1 800 450
GB6 GB6 GB6
GB1
GB6 GB2 500 450
BW3 BW3
1
1
CONFIRM NO
SP
SP
SP
1
1
1
GB6 300 400
SP
SP
SLAB IN HERE
BW4
BW3
SLABS
BW4
BW4
BW3
180 THICKNESS REMARKS
180
125 SL82 MESH TOP
125
NLA 125
180
1
SP
SP
1 125 125
1
SP
S305 BW3 BW3 250 S12-200 EACH WAY TOP & BTM
SP
GB2
1
GB6
GB2
GB6
SECANT PILE WALL DESIGNED AND
WALL SCHEDULE
PC1 CERTIFIED BY OTHERS. REFER TO
SPECIALIST D&C CONTRACTOR FOR MARK VERT REINF. HORIZ REINF. DESCRIPTION REMARKS
GB2 P2
2
BW4
SP
BW4
S
FURTHER INFORMATION. BC1 REFER DETAIL 300 SERIES BLOCKWORK COLUMN
GB2
BU1 N12-400 N12-400 200 SERIES BLOCKWORK UPSTAND
BW1 N20-200 N16-400 300 SERIES BLOCKWORK
SP
1
1
SP
1
1
1
SP
SP
GB6 BW4 BW2 N16-200 N16-200 200 SERIES BLOCKWORK
SP
GB6
SP
SP
1
GB6 GB6
1
1
SP
1
SP
BW3 N16-200 N12-200 200 SERIES BLOCKWORK
BW4 N12-400 N12-400 200 SERIES BLOCKWORK
1
1
SP
SP
BW1 BW1 BW1 BW1 BW5 N12-400 N12-400 150 SERIES BLOCKWORK
1
SF1
SP
SP
1
1
1
SP
SP
SP
SP
1
1
PC3 CW1 S12-200 EF S12-200 EF 200 THICK CONCRETE POOL WALLS
PC2 PC3 PC3
BW4
SF1
BW4
BW4 SF1
N1 & N2 VILLA LOWER FLOOR GENERAL ARRANGEMENT PLAN
500mm 0
SCALE 1 : 50
500 1000 1500 2000
INFORMATION
1 :50
NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
N1 & N2 VILLA LOWER FLOOR 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 S300 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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