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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
CONSTRUCTION SITE INSPECTIONS:
THE BUILDER/CONTRACTOR THIS FOOTING WITHOUT PIERS IS
• OUR FEE FOR STRUCTURAL DOCUMENTATION
SHALL CONFIRM ALL FOUNDED ABOVE CRITICAL
DOES NOT INCLUDE AND ALLOWANCE FOR SITE DEPTH UNE AND IS UNSTABLE.
RELEVANT LEVELS PRIOR TO
INSPECTIONS. THE BUILDER MUST ESTABUSH
COMMENCING WORKS.
WHO WILL BE PAYING FOR THESE VISITS PM
TO BOOKING THEM.
[GROUND /
• PRIOR TO BOOKING SITE INSPECDONS A VAUD
BUILDING APPROVAL (BA) MUST BE PROVIDED.
v/J/APAD LEVEL TI r
^STABLE Ii i ANY PROPOSED, EXISTING OR
INSPECTIONS WIL NOT BE UNDERTAKEN UNTIL
Ii i BACKFILLED EXCAVATON. THE
THIS IS SUPPUED. THIS FOOTING IS J 1i BUILDER MUST ENSURE ALL
• SITE INSPECTIONS MUST BE BOOKED WTH AT
i
Ii i EXCAVATIONS ARE DISCOVERED
STABLE X&x
LEAST 24 HOURS NOTICE. FOUNDED BELOW Ii AND THE FOOTING AND SLAB IS
i
• CERDFIERS REQUIRE THE FOLLOWNG ELEMENTS GWF CRITICAL UNE AND Ii i SECURED BELOW THE CRITICAL
INSPECTED AND FORM 16’s ISSUED. IS STABLE. Ii i UNE ACCORDINGLY. THIS MUST
ALL FOOTINGS/SLAB (•) ^^-3 I i INCLUDE A SEARCH OF ALL
1.73 Ii COUNCIL 4 OTHER RECORDS
•• BLOCK WORK (•) PIERS TO BE 300MM INTO i
•• FORMED CONCRETE (•) SELECTED FOUNDATION <511. Ii i FOR AS CONSTRUCTED PLANS
TO ESTABUSH EXCAVATON
•• FRAMING, BRACING 4 DE DOWN (•) SF-01 MATERIAL 4 BELOW THE I Q I
DEPTHS 4 WDTHS.
CRITICAL UNE.
(•) DENOTES PRIOR TO BEING CONCRETE/CONCEALED
I SF-02 n NOTE:
HORIZONTAL 30 DEGREE!
I I Ll
n 1. r
WE WILL NOT ISSUE FORM 16 CERTIFICATES FOR REFER DRG RO l_ 1_ ±_ I I 100 mm
THIS DETAIL ALSO APPLIES TO
____ LL EXISTING FOUNDATIONS ON
ELEMENTS NOT INSPECTED FOR POOL PF-01AI CF-02 r R.C. SLAB
DRAWING
It» !l SL82 MESH
i
NEIGHBOURING PROPERTIES. SHEET
r e 11 oo
L
TOP 30 COVER. PIUNG MUST BE INSTALLED WHERE
I 11 I |ds] EXISTING FOOTINGS WILL BE
UNDERSLAB FILLING
S?
WF
SZOj I 11 R FOUNDED ABOVE ANY EXCAVATION
IP ____ I L_ ZSBZZZzj 2 [os]
PRIOR TO HLUNG, REMOVE ALL TOPSOIL LOOSE CRITICAL DEPTH UNE
OR DISTURBED MATERIAL FILL TO CONSIST OF SL
CLEAN SAND WETTED AND COMPACTED IN 150mm - CRITICAL DEPTH UNE
LAYERS TO ACHIEVE 98% Mln. FIELD DENSITY. 11
I I I F- TYPICAL SECTION
I T.J. T.J.
h 1—z
COMPACTION RESULTS TO BE PRESENTED TO THE I I
ENGINEER FOR APPROVAL PRIOR TO SLAB
PREPERADONS. PROVIDE BACK-PROPPING TO ANY
RETAINING WALLS ADJACENT TO AREA BEING
COMPACTED FOR DRAIN REBATES ON
I 100 mm
R.C. SLAB
SL82 MESH
TOP 30 COVER.
0'2 1st
I I
11
I
|ps] 5 |DS|
b,.
L-T
TERRACE SLAB
GW-01 IF-01 I IF-01 II ft szof
LEGEND I
,r W- - \ ® i
\ ONE PIECE OF 3L11TM 2000(L) AXED TO
wjl
H] [rs| J3 b
IT
I I ZZJl^- T.J. T.J.
UNDERSIDE OF SLAB MESH 0 45 DEG. TO
CORNER. LENGTH AS INDICATED. i 100 mm
il
I I
L2—i!
GWF GARDEN WALL FOOTING,
REFER DRAWING S2.1 FOR DETAILS. I REFER DRG RD
FOR POOL
DRAWING
U' J
3I
R.C. SLAB
SL82 MESH
TOP 30 COVER.
-i-i
!7E rOV I I
I
I
[ps] 5 [ps]
MR I I
r-
SF-01
I
I I I
450(W) x 450(D) STRIP FOOTING,
REFER DRAWING S2.1 FOR DETAILS. u (r a: l ____ 11____ 1
T.J. T.J.
SF-02 450(W) x 450(D) STRIP FOOTING,
REFER DRAWING S21 FOR DETAILS.
II ® 2 [re] 3 T.J.
F 4 p1-SF-02 —|
J
tZSZZ
"i11r '“I i?
[ps]
I 1 i
IF-01 600(W) x 450(D) INTERNAL FOOTING,
r -®-i Ii lbs u 100 mm
R.C. SLAB
IF-02
REFER DRAWING S2.1 FOR DETAILS.
450(W) x 450(D) INTERNAL FOOTING, I TIMBER DECKING LAID
OVER TERRACE SLAB — FpU FP-? £P-J L FP-2 rr FT
I I
SL82 MESH
TOP
JT M30 UUTCA.|
COVER. . I
CF-01
REFER DRAWING S21 FOR DETAILS.
600(W) x 450(D) CONTINUOUS FOOTING, FP-1
PF >
CF-02 SF-02
SSzUi FP-2
SF-01
PF-01
REFER DRAWING S2.1 FOR DETAILS.
1500(W) x 1500(E) x 450(D) PAD FOOTING, —sUrx- SW/EX SW/EX SW/EX SW/EX SW/EX SW/EX SW/EX
i. SW/EX
n
u
SW/EX
WF
REFER DRAWING S21 FOR DETAILS
WIDEN FOOTING TO DIMENSIONS NOTED
EXTEND CAGE THROUGH, SL82 MESH BOTTOM.
V [re]
T.J.I DENOTES WET TOOLED JOINT TO TERRACE 1
I SLAB, REFER TO DETAILS ON DRAWING S2.1 FP-1 FP-1 FP-1 FP-1 FP-1 GWF FP-1 FP-1 FP-1 FP-1 P-1 FP-1
THIS DRAWING AND ASSOCIATED DETAILS
125 THK. DRIVEWAY SLAB ON COMPACTED EXISTING COUNCIL STORMWATER PIPE TO BE
EXISTING COUNCIL STORMWATER PIPE TO BE MUST BE READ IN CONJUNCTION WITH
[ps] MATERIAL SL82 MESH, TOP 40 COVER, PROTECTED IN ACCORDANCE WITH THE
FLEXIBLE JOINT AGAINST MASONRY/CONCRETE. PROTECTED IN ACCORDANCE WITH THE
OPERATIONAL WORKS DOCUMENTS BY SCG — THE NOTES CONTAINED ON 32038-N.
OPERATIONAL WORKS DOCUMENTS BY SCG CONSULTING ENGINEERS, MINIMUM ENCROACHMENT
CONSULTING ENGINEERS, MINIMUM ENCROACHMENT
100 THK. TERRACE SLAB ON COMPACTED 1.2m WITH FOOTING PIERS AS SHOWN .
[re] MATERIAL SL72 MESH, TOP 40 COVER,
1.2m WITH FOOTING PIERS AS SHOWN
FOOTING & SLAB PLAN SOIL TESTING TO CONFIRM EXISTING SOIL
200(W) X 200(D) EDGE THICKENING AT
UN-SUPPORTED EDGES. FLEXIBLE JOINT
PROFILES PRIOR TO CONSTRUCTION
Revision Description Date
AGAINST MASONRY/CONCRETE.
PLUMBING ARTICULATION NOTE: Issue:
300(W) x 400(D) INTERNAL SLAB BEAMS
Li 3 REFER ALL PLUMBING SERVICES TO BE HUNG
BUILDER TO MAINTAIN STABILITY
OF ALL NEIGHBOURING STRUCTURES,
TARGET FOUNDATION SOIL PRELIMINARY
DRAWING S2.1 FOR DETAILS ALL FOOTINGS ARE TO BE FOUNDED 300mm INTO
FROM UNDER SIDE OF SLAB, REFER REFER CRITICAL DEPTH UNE NATURAL MEDIUM DENSE SAND OR SUPPORTED
FP-2 Drg AJ1 FOR PLUMBING ARTICULATION Unit 1/11 Project Ave,
450 DIA. CONCRETE FOOTING PIERS, 2.0m FOR GUIDANCE ALLOW FOR SPRAYED ON FOOTING PIERS AT 2.0m ctrs FOUNDED 300mm
e CTRS MAX. FOUNDED 300 BELOW ADJACENT
SW PIPE INVERT
REQUIREMENTS. CONCRETE FACING TO EXPOSED CUT
BATTERS SL72 MESH MIDDLE.
INTO NATURAL MEDIUM DENSE SAND.
")SCG
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
CONSULTING webiwww.scg-engineers.com
FP-1
e
350 DIA CONCRETE FOOTING PIERS, 3.0m
CTRS MAX. FOUNDED 300 BELOW ADJACENT FOOTING PIER REINFORCEMENT
i ENGINEERS ABN 40 096 481 699
Title:
SW PIPE INVERT FOOTING AND SLAB PLAN
DEPTH REINFORCEMENT
— SW/EX MOTES STORMWATER DRAIN EXISTING 0 - 1200 None required
Project
AS NOTED 1200 - 2400 2 - N12, R6 Ligs BOOcts 31 Edward St
2400 - 4500 4 - N12, R6 Ligs BOOcts
50mm SHOWER RECESS, REFER SECTION Noosaville
- Pta reinforcement to be U Ht and be cogged and lapped 400
FOR DETAILS. •tth footng tap reeifarcement 0 1 2 3 4 j5m1:100 @ A2 Date: Drg No. Rev.
- bftthmum Reinforcement Cover; 50mm
Oct 2023 32038 -S1.1
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