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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
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Original PDF page 21, section 1. The text section number identifies this passage in the reader.
UNRESTRAINED RETAINING WALL 3M HIGH. PROPOSE
TO USE STEEL STRUTS TO RESTRAIN TOP OF WALL
BW4 SF1
BW3
BW4
VOID
BW4
BU1 BU1
270
STEP
BU1
BW4 BW4
WALLS UNDER NOT
WALLS UNDER NOT
STEP
BU1
PICKING UP SLAB BC1
KUD 200 STEP PICKING UP SLAB
S125 STEP STEP STEP 200
STEP
BU1
BW4
KGA 250
STEP
STEP
BW4
BW3
BW3
S115
290 STEP
BW4
STEP CONFIRM ALL STEP CW1(u) BW3
BW4
500 FOLD TYP
STEP
SETDOWNS DEPTHS 340
BW3 BU1
KBD
STEP
250 STEP
S106
340 KBB
DOOR OPENINGS 270 S105
STEP
TOO SMALL
270
CW1(u)
CW1
BW4 BU1
250
BU1
SECANT PILE WALL DESIGNED AND
CERTIFIED BY OTHERS. REFER TO BW4
BU1
SPECIALIST D&C CONTRACTOR FOR
FURTHER INFORMATION.
BW4
BW4 BU1
BW4
BW4
STEP
BU1
BW4 BU1
BW4
BC1
BU1 BW4 CW1
270 BW4
STEP
DOOR OPENINGS
TOO SMALL 340
250 BW3 BU1 BU1
STEP
KBC
S106
BW4
BU1
CONFIRM ALL
SETDOWNS DEPTHS STEP
STEP
BU1
BU1
270
BU1
BU1
STEP 250
STEP STEP
200
BU1
BW3
BW4
BU1
BW4 BU1 BU1 BU1
STEP
KBE
BW4
BW3
FOOTING TO DOWEL INTO BLOCK 200
WALL. CONNECTION TBC ONCE
S105
SF1
SHORING AND EXTERNAL WALL
LEVELS ARE CONFIRMED
BW4
SECANT PILE WALL DESIGNED AND
CERTIFIED BY OTHERS. REFER TO
KUC SPECIALIST D&C CONTRACTOR FOR KGB KGC
S125 FURTHER INFORMATION. S115 S115
K1, K2 & K3 VILLA GROUND FLOOR GENERAL ARRANGEMENT PLAN
SCALE 1 : 50
LEGEND: SCHEDULE OF CONCRETE ELEMENTS
......... BLOCKWORK OVER SLABS WALL SCHEDULE
......... CONCRETE COLUMN / WALL OVER THICKNESS REMARKS MARK VERT REINF. HORIZ REINF. DESCRIPTION REMARKS
200 REFER REINFORCEMENT PLANS BC1 REFER DETAIL 300 SERIES BLOCKWORK COLUMN
......... LOAD BEARING ELEMENT UNDER
250 REFER REINFORCEMENT PLANS BU1 N12-400 N12-400 200 SERIES BLOCKWORK UPSTAND
THK ......... DENOTES SLAB THICKNESS 270 REFER REINFORCEMENT PLANS BW1 N20-200 N16-400 300 SERIES BLOCKWORK
290 REFER REINFORCEMENT PLANS BW2 N16-200 N16-200 200 SERIES BLOCKWORK
STEP
......... DENOTES SLAB STEP 340 REFER REINFORCEMENT PLANS BW3 N16-200 N12-200 200 SERIES BLOCKWORK
BW4 N12-400 N12-400 200 SERIES BLOCKWORK
BCJ ......... DENOTES BLOCKWORK
BW5 N12-400 N12-400 150 SERIES BLOCKWORK
CONTROL JOINT STRIP FOOTINGS CW1 S12-200 EF S12-200 EF 200 THICK CONCRETE POOL WALLS
MARK WIDTH DEPTH
SF1 450 450
500mm 0 500 1000 1500 2000
SF2 800 300
INFORMATION
1 :50
NOT FOR CONSTRUCTION
Client Status Title
MARK BAIN INFORMATION
K1, K2 & K3 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 S110 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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