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Operational Works Application - DA Form 1 & Plans - 31 Edward St, Noosaville
Plans and drawings: the text below has words only, no drawings.
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DRAWING SIZE - A2 90 STUD FRAMED WALL
N12 V RES 0 400
CAST IN CTRS ALONG TOP OF LEGEND ~ ELEMENT TAGS
STARTER BARS GREENBOARD CLADDING - WALL 100 COG ON ENDS ^CAST-IN
SLAB AS AS ARCHITECTURAL PLANS SLAB AS STARTER BARS V1SQUEEN VAPER MEMBRANE LAPPED ANO TAPED AT JOINTS
/ PER PLAN VPB
PER PLAN AS REQUIRED. AND AROUND ALL PENETRARONS, EXTEND UNDER FULL EXTENT
COB 2 SKINS 140 BLOCKWORK, SLAB AS 1
80(W) x 50(D) REBATE - PER PLAN. I OF FLOOR SLAB AND TERMINATE ON TOP OF INNER FOORNG
VPB VPB J N12-800 VPB EDGE
CONFIRM WITH ARCHITECT HORIZ 4 VERTICAL
FINISHED GROUND
SLOPING AWAY AT
^7 STARTERS U.N.O. 71--------- LEV COMPACTED LEVELLING LAYER SUCH AS CLEAN SAND OR
CRUSHED DUST. MAX DEPTH 200mm
1:20 MIN FOR lA/ I
w
LEV GROUND LEVEL LEV
1500mm MIN.. 1 CBF COMPACTED BACKHLL SOIL TYPE AND COMPACRON
-I— METHODS/TESRNG AS SPECIFIED.
r T*- N12 RE BARS 0 1000MM CTRS,
1 —L
N12 TIES 1000 CTRS,
COGGED ENDS. g
I----------------- 1
I + N12 RES 1000 CTRS,
COGGED ENDS. i I -t-----T ALTERNATE DIRECTION OF COG
I INTO SLAB.
(COeT CLEAN-OUT BLOCK TO ALLOW FLUSHING/CLEANING OF BLOCK
5I I §S I 8o i I I ----- CORE BEFORE GROURNG OR TO ENABLE SLAB CONNECRON TO
§
_ I
4L11TM T 4 B. 1 I -----
i
I
r 4L111M T 4 B.
1 3/N12 TOP
j4---- 6/N12 TOP 44 BOTTOM
BOTTOM
N12 UGS AT 600 CTRS
BLOCK WALL
WATERPROOF MEMBRANE TO BACK OF WALL REFER
4/N12 TOP 4 BOTTOM WPM
R6 UGS 900 CTRS R6 UGS 900 CTRS
R10 UGS AT 800 CTRS ARCHITECT/DESIGNER FOR SPEOFICARONS
450 450 600 600
AGO 200mm FREE DRAINING BACKHLL WITH AGI PIPE WRAPPED IN
GEOFABRIC BLANKET FALLING TO APPROVED DRAINAGE OUTLET.
EXTEND UPSTREAM END TO SURFACE TO ALLOW FLUSH OUT
(SF-01) STRIP FOOTING (SF-02) ~ STRIP FOOTING CF-01)~STRIP FOOTING (IF-01)~INTERNAL FOOTING
TYPICAL SECTION TYPICAL SECTION HPICAL SECTION TYPICAL SECTION
CAST-IN
STARTER BARS
AS REQUIRED.
I- FLOOR SLAB
'C BLOCKL AS PER PLAN.
400 COG.
190 BLOCK-------.
N12-400 V 4 H.
LEV)
VPB
I 2000(L) TRENCH 10mm BASE PLATE, 5.0 C.F.W. 10mm BASE PLATE, 5.0 C.F.W.
SLAB AS_,-
§ k CBF MESH TRIMMERS 4/M16 HOG HOLD DOWN BOLTS 6/M16 HOG HOU) DOWN BOLTS
VPB PER PLAN | I CAST 400 INTO FOOTING 150 COG. CAST 400 INTO FOORNG 150 COG.
,\ I 400 COG. (PROVIDE BITUMINOUS COATING TO (PROVIDE BITUMINOUS COARNG TO
| 400 LAP SHS POST AS DETAILED, SHS POST AS DETAILED,
s PLAN ROD)
COG STARTER BARS 400
ROD)
COG STARTER BARS 400
COB
(LEV)
s
X
I------ ' N12 TIES 1000 CTRS,
□ INTO BASE OF PAD AS
SHOWN
INTO BASE OF PAD AS
SHOWN
§ o
I
I
COGGED ENDS.
L 500 •- LAYER OF SLAB MESH
I I—J i H 4L1HM T 4 B.
R6 UGS 900 CTRS
2
(
TERRACE TERRACE
450 SHOWER BASE |8 § SLAB AS § SLAB AS
TYPICAL SECTION g §
PER PLAN
§
PER PLAN
•Q.
V
(IF-02)~INTERNAL FOOTING T \_ N12-2OO BOTH
DIRECRONS BOTTOM
N12-200-B0TH
DIRECRONS BOTTOM
TYPICAL SECTION
AS PER PLAN. AS PER PLAN.
J
ai
1/N12 TOP -I 10mm JOINT, MASTC
HLL IF WALL
, R12x400(L) GALV DOWELS
400 CTRS VERT. GREASE (PF-01A) PAD FOOTING (PF-01B) PAD FOOTING
RENDERED. ONE END OF DOWELS AND
GROUND LEVEL CAST-IN.
TYPICAL SECTION TYPICAL SECTION
190 BLOCK - CORE
PROVIDE FULL HT.
HUED N12-4O0 V 4 H.-
- LAP BARS 500MM. MOVEMENT JOINTS AT
8.0M CTRS.
N12 VERRCAL BARS,
BOTH SIDES OF
I
J'
THIS DRAWING AND ASSOCIATED DETAILS
ALL CORES CLEARED
JOINT. PROVIDE AT 8.0m CTRS MAX. MUST BE READ IN CONJUNCTION WITH
BEFORE POUR VIA THE NOTES CONTAINED ON 32038-N.
CLEAN-OUT BLOCKS. \ MOVEMENT JOINT
GROUND^ LEVEL TYPICAL SECTION
s I 200MM FREE DRAINING
'1-1
S
o
TO OUTLET.
BACKHLL WITH AGI PIPE
500 TYP. 500 TYP. ><
§ 3
400 COG.
§
Revision
Issue:
Description
PRELIMINARY
Date
! 5
150 THK HEEL SL82 GROUND SLAB
H B MESH TOP 40 COVER. PROVIDE 4/N12 'T BARS COGGED REFER PLAN FOR WET TOOLED
£ AND LAPPED WITH UPPER FOOTING § Unit 1/11 Project Ave,
1SCG
1500 1000 THICKNESS AND CONTROL JOINT. Qi Noosa Heads
TOP STEEL AND LOWER FOOTING
1200 800 3L11TM TOP 4 BOTTOM % REINFOR CEMENT Ph (07) 5455 5604
800 500 § § BOTTOM STEEL
1
email:[email protected]
<500 0 R6 UGS AT 900 CTRS ^00 COG. 400 COG. 400 COGGED ENDS. CONSULTING
4/N12 CORNER web:www.scg-engineers.com
ENGINEERS ABN 40 086 481 6B9
-BARS (2 TOP 2^
300 B BOTTOM) 500 LONG
LEGS. T
i Title:
FOOTING AND SLAB DETAILS
1.5 D LOWER SLAB MESH TO
MAINTAIN 40mm TOP COVER
CUT EVERY SECOND WIRE Project
TIED FOOTING MESH CORNER STEPPED FOOTING T.J. TOOLED JOINT 50mm BACK FROM UNE
31 Edward St
GWF - GARDEN WALL FOOTING TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION OF JOINT Noosaville
§ Dale: Drg No. TlevT
TYPICAL SECTION Oct 2023 32038 -S2.1
s
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