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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
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Original PDF page 32, section 1. The text section number identifies this passage in the reader.
KGH KGQ
S205 S207
BW3
3
BW
GB4 GB4 PF2 GB5
5
GB
BW4
BW3
BW1
KGF STEP
GB5
BW4(u)
400 FOLD TYP
BW3
BW4
GB5
S205 125
125
GB6
GB5
2000 GB4
GB5
STEP
KGR
400 FOL
GB6
GB4
BW3
BW3 S207
BW4
GB6
125
D
125
GB6
STEP
TYP
125 KGJ
BW4(u)
GB6
STEP
STEP 125 S205
BW4
SECANT PILE WALL DESIGNED AND
STEP
BW3
STEP
125
SF1
PF2 CERTIFIED BY OTHERS. REFER TO
BW1
BW4
GB6 GB6 SPECIALIST D&C CONTRACTOR FOR
STEP
BW4 GB5 WILL BE UPDATING THESE FURTHER INFORMATION.
125 STEP
BW1
125
BUILDINGS TO LAND ON SCREW GB6
GB6
125 PF2
KGG PIERS FOR CONSISTENCY
STEP
GB5
GB5
STEP
BW4(u)
BW4(u)
125 S205 D TYP
125 400 FOL
125
BW3 125
KGM
STEP
GB5 STEP GB5
GB6
S206
STEP
GB6
125
VB1 (o)
BW4 BW4 GB5
PF3
CAN WE FIT BLOCK GB3
1500 WALLS HERE
BW4
GB3
BW3
SF1
SF1
180
S
KGK
VB1 (o)
S205
GB6
BW1
BW4
125
BW
4 STEP
SF1
)
D TYP
1(u
CW
1(u 400 FOL
CW
) PF1
250 125
GB5
125
S
STEP
GB6
STEP 125
GB6
)
1(u
BW4
BW4
CW
STEP
1(u
CW
) GB6
BW
4
SF1 GB6
BW
4 SF1
S
125
400 FOL
KGL
GB6
GB6
125
STEP
S206 PF2
TYP D
125
GB6
BW1
S
GB4
4
BW
BW
4 125
W4
GB6
GB4 B
SF1
BW4
S
BW4
SF1
KGP
S S206
CW
1
CW
1
S
250
S
1
CW
CW
1
KGN
S206
K4, K5 & K6 VILLA GROUND FLOOR GENERAL ARRANGEMENT PLAN
SCALE 1 : 75
NOTES LEGEND: SCHEDULE OF CONCRETE ELEMENTS SCHEDULE OF FRAMING ELEMENTS
1. GROUND LEVEL PLAN TO BE READ IN CONJUNCTION WITH THE GEOTECHNICAL ......... BLOCKWORK OVER GROUND BEAMS SLABS STEEL FRAMING
INVESTIGATION REPORT No.22380-001-Rev0 DATED 12 OCTOBER
CONCRETE COLUMN / WALL OVER MARK WIDTH DEPTH COMMENTS THICKNESS REMARKS MARK SIZE DESCRIPTION COMMENTS
2022 AND PREPARED BY TECTONIC GEOTECHNICAL .........
2. REFER ARCHITECTURAL DRAWINGS FOR ALL FLOOR FINISHES AND DETAILS TO ALL GB3 1100 400 125 SL82 MESH TOP VB1 89x89x5.0 SHS VERTICAL BRACING
......... LOAD BEARING ELEMENT UNDER
REBATES, STEPS, SETDOWNS AND FALLS ETC. AS WELL AS DRAINAGE PIT DETAILS GB4 700 400 180 SL82 MESH TOP & BTM
AND SETOUT. THK ......... DENOTES SLAB THICKNESS GB5 500 400 250 S12-200 EACH WAY TOP & BTM
3. SLAB ON GROUND TO BE CAST ONTO MIN 200um VISQUEEN AND 50mm BEDDING GB6 300 400
SAND. JOINTS TO BE LAPPED AND TAPED TO ARCHITECTURAL DETAILS. STEP
......... DENOTES SLAB STEP
4. PROVIDE 250 WIDE x 200 DEEP EDGE THICKENING TO CONCRETE SLABS ON GROUND WALL SCHEDULE
LESS THAN 150mm THICK, WHERE THE SLAB DOES NOT FOUND ON TO A FOOTING PAD FOOTINGS MARK VERT REINF. HORIZ REINF. DESCRIPTION REMARKS
BCJ ......... DENOTES BLOCKWORK
SYSTEM TYP UNO. MARK LENGTH WIDTH DEPTH BC1 REFER DETAIL 300 SERIES BLOCKWORK COLUMN
CONTROL JOINT
5. PROVIDE 1 N12 TRIMMER BAR TOP TO ALL SLAB EDGES TYPICAL UNO. ALL RE- PF1 1600 1600 450 BU1 N12-400 N12-400 200 SERIES BLOCKWORK UPSTAND
ENTRANT CORNERS TO HAVE 2 N12 TRIMMER BARS 1200 LG PLACED TOP AND
PF2 1400 1400 450 BW1 N20-200 N16-400 300 SERIES BLOCKWORK
BOTTOM UNO.
6. ALL COMPACTED FILL SHALL BE CBR 15 SELECT FILL PLACED IN LAYERS NOT PF3 1800 700 450 BW2 N16-200 N16-200 200 SERIES BLOCKWORK
EXCEEDING 200mm THICK AND COMPACTED TO 98% (MODIFIED). BW3 N16-200 N12-200 200 SERIES BLOCKWORK
7. REFER STANDARD NOTES ON DRG S001 FOR CONCRETE STRENGTHS, COVERS, BAR BW4 N12-400 N12-400 200 SERIES BLOCKWORK
STRIP FOOTINGS
LAP LENGTHS, BEARING CAPACITIES ETC.
MARK
SF1
WIDTH
450
DEPTH
450
BW5
CW1
N12-400
S12-200 EF
N12-400
S12-200 EF
150 SERIES BLOCKWORK
200 THICK CONCRETE POOL WALLS INFORMATION
SF2 800 300 NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
K4, K5 & K6 VILLA GROUND 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 S200 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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