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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 45, section 1. The text section number identifies this passage in the reader.
190x190 BLOCK COLUMNS 190x190 BLOCK COLUMNS
WITH 1N12 TYP WITH 1N12 TYP
BW4 SF1 SF1 BW4 SF1
NOTES
1. GROUND LEVEL PLAN TO BE READ IN CONJUNCTION WITH THE GEOTECHNICAL
INVESTIGATION REPORT No.22380-001-Rev0 DATED 12 OCTOBER
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.
CW1 CW1 SF1 3. SLAB ON GROUND TO BE CAST ONTO MIN 200um VISQUEEN AND 50mm BEDDING
SAND. JOINTS TO BE LAPPED AND TAPED TO ARCHITECTURAL DETAILS.
250 4. PROVIDE 250 WIDE x 200 DEEP EDGE THICKENING TO CONCRETE SLABS ON GROUND
BW4
LESS THAN 150mm THICK, WHERE THE SLAB DOES NOT FOUND ON TO A FOOTING
SF1
CW1
CW1
NGA
CW1
CW1
SYSTEM TYP UNO.
250 S315 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
BW4
BOTTOM UNO.
6. ALL COMPACTED FILL SHALL BE CBR 15 SELECT FILL PLACED IN LAYERS NOT
CW1(u) CW1(u) EXCEEDING 200mm THICK AND COMPACTED TO 98% (MODIFIED).
7. REFER STANDARD NOTES ON DRG S001 FOR CONCRETE STRENGTHS, COVERS, BAR
BW4(u) LAP LENGTHS, BEARING CAPACITIES ETC.
200
NGB LEGEND:
BW4(u)
STEP
S315
BW4(u) ......... BLOCKWORK OVER
......... CONCRETE COLUMN / WALL OVER
STEP
ARCHITECT TO ARCHITECT TO ......... LOAD BEARING ELEMENT UNDER
CONFIRM COLUMN ARCHITECT TO CONFIRM STEP AND FALL CONFIRM COLUMN DENOTES SLAB THICKNESS
BC1
THK .........
OK HERE REQUIREMENTS. SLAB DEPTHS ARE MIN OK HERE
BC1
REQUIRED STRUCTURALLY AND TRYING TO
NLB STEP
......... DENOTES SLAB STEP
NLD 200
ACHIEVE FLAT SOFFIT FOR EASE OF
200 NLC S305
CONSTRUCTION. TYP ALL BUILDINGS BCJ ......... DENOTES BLOCKWORK
S305 S305
CONTROL JOINT
STEP
NGC STEP
S315 SCHEDULE OF CONCRETE ELEMENTS
270
STRIP FOOTINGS
STEP
STEP
MARK WIDTH DEPTH
BC1 BC1
SF1 450 450
BW3
BW3
350 SF2 800 300
CONCRETE BEAMS
BW4
NGD MARK SIZE COMMENTS
CB1 550dx400w
S315
CB2 500dx400w
SLABS
THICKNESS REMARKS
200 REFER REINFORCEMENT PLANS
STEP
STEP
270
220 REFER REINFORCEMENT PLANS
BW4
BW4
250 REFER REINFORCEMENT PLANS
270 REFER REINFORCEMENT PLANS
270 300 REFER REINFORCEMENT PLANS
BW3
350 REFER REINFORCEMENT PLANS
STEP STEP
BW4
BW4
300 220 WALL SCHEDULE
BW4 BW4
MARK VERT REINF. HORIZ REINF. DESCRIPTION REMARKS
BC1 REFER DETAIL 300 SERIES BLOCKWORK COLUMN
BU1 N12-400 N12-400 200 SERIES BLOCKWORK UPSTAND
BW4
BW4
BW4
BW1 N20-200 N16-400 300 SERIES BLOCKWORK
BW2 N16-200 N16-200 200 SERIES BLOCKWORK
BW3 N16-200 N12-200 200 SERIES BLOCKWORK
STEP
STEP
BW4 BW4 BW4 N12-400 N12-400 200 SERIES BLOCKWORK
ARCHITECT TO CONFIRM THERE IS BW5 N12-400 N12-400 150 SERIES BLOCKWORK
SECANT PILE WALL DESIGNED AND
ENOUGH HEAD HEIGHT CLEARANCE CW1 S12-200 EF S12-200 EF 200 THICK CONCRETE POOL WALLS
NO CONTROL JOINTS PERMITTED IN
CERTIFIED BY OTHERS. REFER TO
MASONRY WALL TO THIS LENGTH
BELOW AND COORDINATE ROLLER DOOR SPECIALIST D&C CONTRACTOR FOR
TO SUIT FURTHER INFORMATION.
CB1
350
STEP
STEP
350 300 350
CB1 CB1 CB2 CB1
BW3
+0mm STEP
350 STEP
200 250 350 300 350
NGE
CB1
350 250
STEP STEP
S315
BW3 BW3
+0mm
+10mm PRECAMBER NGF STEP
FORMWORK
SPLIT LEVELS
S315
N1 & N2 VILLA GROUND FLOOR GENERAL ARRANGEMENT PLAN
SCALE 1 : 50
500mm 0 500 1000 1500 2000
INFORMATION
1 :50
NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
N1 & N2 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 S310 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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