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2020-1056 - 195 Weyba Rd - Engineering Plans Rev 4-OPW SET 041220
Plans and drawings
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Log in to see the plans as drawn X1 30.175
X2 X3 RW1 DWARF BLOCK
RETAINING WALL OR 'H'
SECTION CONCRETE
Y4 DP DP SC1 2/SC1 Y4 SLEEPER WALL (600 H
DP EX1 UP APPROX) STEPPED TO
SUIT RAMP GRADIENT
Y3 EX1 EX1 EX1 Y3
SC5
DWARF BLOCK RETAINING WALL OR 'H' SECTION CONCRETE SLEEPER
WALL SEPARATED FROM FACE OF EXISTING BRICK BASE WALL FOR
TERMITE INSPECTION AND SUB-FLOOR VENTILATION TO EXISTING 100 THICK SLAB ON
RW1
LOWER FLOOR FRAMING COMPLACTED FILL REINFORCED
SC2 SL72 MESH 30 TOP COVER N25,
EX1 EX1 EX1
EX1 SAW CUT 3m MAX CTS AND
DOWELLED N12 @ 400 CTS AT
LINE OF TRUSS AND SUSPENDED SLAB ABOVE
SC4 LANDING LEVEL TO EACH RAMP
LOCALISED FILL BEHIND
SC6
20.117
BLOCK WALL GRADED
EX1
EX1 TO SUIT DISABLED
RW1 RAMP AS SHOWN
LINE OF BLDG ABOVE
SC4
16.093
SC3
PF1
WEYBA ROAD
EX1 EX1
SC2
EX1 EX1
SC RL 1.8
SC1 SC3
NEW LIFT
WELL PF1 PF1 PF1
EX1 EX1
Y2 EX1
Y2
EX1
9 10 11 12 13 14 15 16
Y1 MS Y1
5.
DP
68
MS DP
SC1 SC18 7 6 5 4 3 2 1 UP SC1 SC1 SC1 SC1 SC1 2/SC1
9
LANDING
NOMINAL FOOTING TO
POSTS:-
26.152 PLANTER BOX NO. STEEL UNO
SURROUND WITH FREE
BOUNDARY
DRAINING BASE TBC ON SC1 150x100x4 RHS
SITE BY BUILDER (NON SC2 200UC46
X1 X2 X3 LOAD BEARING) SC3 150UC23
FOOTING MIN. 1200MM DEEP U.N.O
SC4 150x100x4 RHS
SLAB MESH
NEW LIFT WELL SLAB AND FOOTINGS SC5 100x100x4 SHS
TYPE OF FOOTING DEPTH FOOTING MAX. FOOTING
SITE CLASS WITH 350 DIA BORED PIERS ON EACH SC6 200UC46
CONSTRUCTION (D) mm (Min) REINFORCEMENT SPACING C/C (m) SLAB LENGTH SLAB LENGTH SLAB LENGTH
>18m >18m & <25m >25m & <30m CORNER FOUNDING INTO SUIT NATURAL
PC1 75x75x4 SHS
CLASS - M POST FOOTING 1200 min. L11TM300 5000 SL72 SL82 SL92 BEARING MATERIAL. REFER DETAIL.
PC2 75x75x4 SHS
EXISTING FLOOR FRAMING RE-FIXED TO
NEW BLOCK LIFT WELL WALLS AS Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
REQUIRED Consulting Engineer and June not be copied, altered, sections omitted or erased and changes made without the prior
written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
SWAN STREET or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
0 PRELIMINARY REVIEW ISSUE
Drawn
GAG
Checked
CJF
Date
Aug 2020
Site Classification: M Blackall Range CLIENT: PROJECT DETAILS: Sheet No. 8 of 25
1 BA REVIEW ISSUE GAG CJF AUG 2020
Soil Classification: M NOOSA DISTRICT BODY CORP RENOVATIONS/EXTENSIONS
Date Issued: Aug 2020
CAD File:
Wind Category: N3 195 WEYBA ROAD, DRAWING NUMBER REV.
Terrain Category: 2.5 NOOSAVILLE, QLD 2020-1056-08
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Full text of the other 5 pages
Page 2
RETAINING WALL
H D Pier Diameter
600 600
800 800
1000 1000
H is the Combine Height of Soil Material
being retained by the Retaining Wall.
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and June not be copied, altered, sections omitted or erased and changes made without the prior
written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
0 PRELIMINARY REVIEW ISSUE
Drawn
GAG
Checked
CJF
Date
Aug 2020
Site Classification: M Blackall Range CLIENT: PROJECT DETAILS: Sheet No. 9 of 25
Soil Classification: M NOOSA DISTRICT BODY CORP RENOVATIONS/EXTENSIONS
Date Issued: Aug 2020
CAD File:
Wind Category: N3 195 WEYBA ROAD, DRAWING NUMBER REV.
Terrain Category: 2.5 NOOSAVILLE, QLD 2020-1056-09
Page 3
X1 30.175
IL1.429
1 in 100 - DN100 SN4 SW Pipe
X2 X3 Metal Kerb
RL1.788 Adaptor
RL1.802
Y4 DP DP Y4
DP EX1 UP
Y3 EX1 EX1 EX1 Y3
NOTE: CARPARK LAYOUT
BASED ON ARCH PLANS
AND DA APPROVAL
1 in 100 - DN100 SN4 SW Pipe
EX1 EX1 EX1
EX1
1
in
10
0
-D
N1
0 0
SN
20.117
RL1.785
4
EX1
EX1
SW
Pi
LINE OF BLDG ABOVE
pe
16.093
RL1.738
WEYBA ROAD
EX1 EX1 EX1
EX1
D,J,
SC RL 1.8
RL1.770
EX1 EX1
Y2 EX1
DP
Y2
EX1
9 10 11 12 13 14 15 16
Y1 MS
D,
J, Y1
Pip 00
W N1
5.
e
DP
68
4S -D
MS DP
9
Everhard 300 8 7 6 5 4 3 2 1
UP
SN 100
SQR Polypit x LANDING RL1.800
165mm Deep -
n
1i
Poly Lid RL1.700 1 in 100 - DN100 SN4 SW Pipe
RL1.780
IL 1.563 IL 1.560 RL1.715
26.152 D,J,
RL1.710
HD GALV S/WATER GRATED DRAIN BOUNDARY
IL 1.524
D,J,
RL1.680
X1 X2 X3
RL1.740 RL1.700
RL1.650 RL1.700
RL1.500 RL1.770
RL1.660
Metal Kerb Adaptor
IL1.473 RL1.500 Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and June not be copied, altered, sections omitted or erased and changes made without the prior
2 x Metal Kerb written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
RL1.500
Adaptors IL1.500 SWAN STREET or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
0 PRELIMINARY REVIEW ISSUE
Drawn
GAG
Checked
CJF
Date
Aug 2020
Site Classification: M Blackall Range CLIENT: PROJECT DETAILS: Sheet No. 22 of 25
1
2
BA REVIEW ISSUE
UPDATED TO SUIT OPW LODGEMENT
GAG
GAG
CJF
CJF
AUG 2020
04.12.20 Soil Classification: M NOOSA DISTRICT BODY CORP RENOVATIONS/EXTENSIONS
Date Issued: Aug 2020
CAD File:
Wind Category: N3 195 WEYBA ROAD, DRAWING NUMBER REV.
Terrain Category: 2.5 NOOSAVILLE, QLD 2020-1056-22
Page 4
125
SAW JOINT - S.J.
N12 TRIMMERS BARS
N32 CONCRETE SL82
MESH, 50 TOP
COVER
125
DOWELLED JOINT - D.J.
Y12 TRIMMER BARS 1.0m
LONG, UNDER MESH N32 CONCRETE SL82
MESH, 50 TOP
N12 TRIMMERS BARS
COVER
100 125
175
K.J. K.J.
450 150
K.J.
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and June not be copied, altered, sections omitted or erased and changes made without the prior
written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
0 PRELIMINARY REVIEW ISSUE
Drawn
GAG
Checked
CJF
Date
Aug 2020
Site Classification: M Blackall Range CLIENT: PROJECT DETAILS: Sheet No. 23 of 25
1
2
BA REVIEW ISSUE
UPDATED TO SUIT OPW LODGEMENT
GAG
GAG
CJF
CJF
AUG 2020
04.12.20 Soil Classification: M NOOSA DISTRICT BODY CORP RENOVATIONS/EXTENSIONS
Date Issued: Aug 2020
CAD File:
Wind Category: N3 195 WEYBA ROAD, DRAWING NUMBER REV.
Terrain Category: 2.5 NOOSAVILLE, QLD 2020-1056-23
Page 5
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and June not be copied, altered, sections omitted or erased and changes made without the prior
written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
0 OPW LODGEMENT
Drawn
GAG
Checked
CJF
Date
04.12.20
Site Classification: M Blackall Range CLIENT: PROJECT DETAILS: Sheet No. 24 of 25
Soil Classification: M NOOSA DISTRICT BODY CORP RENOVATIONS/EXTENSIONS
Date Issued: Aug 2020
CAD File:
Wind Category: N3 195 WEYBA ROAD, DRAWING NUMBER REV.
Terrain Category: 2.5 NOOSAVILLE, QLD 2020-1056-24
Page 6
1. FALLS, SLIPS, TRIPS 2. FALLING OBJECTS 5. MANUAL TASKS 7. CONFINED SPACES
a) WORKING AT HEIGHTS LOOSE MATERIALS OR SMALL OBJECTS EXCAVATION
1.
2.
3.
4. ENCLOSED SPACES
BUILDING COMPONENTS
6. HAZARDOUS SUBSTANCES
ASBESTOS SMALL SPACES
3. TRAFFIC MANAGEMENT
POWDERED MATERIALS
8. PUBLIC ACCESS
b) SLIPPERY OR UNEVEN SURFACES
TREATED TIMBER
9. OPERATIONAL USE OF BUILDING
RESIDENTIAL BUILDINGS
4. SERVICES
NON-RESIDENTIAL BUILDINGS
VOLATILE ORGANIC COMPOUNDS
SYNTHETIC MINERAL FIBRE
10.OTHER HIGH RISK ACTIVITY
TIMBER FLOORS
THESE NOTES MUST BE READ AND UNDERSTOOD BY ALL INVOLVED IN THE PROJECT.
THIS INCLUDES (but is not excluded to): OWNER, BUILDER, SUB-CONTRACTORS, CONSULTANTS, RENOVATORS, OPERATORS, MAINTAINERS, DEMOLISHERS.
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and June not be copied, altered, sections omitted or erased and changes made without the prior
written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
0 PRELIMINARY REVIEW ISSUE
Drawn
GAG
Checked
CJF
Date
Aug 2020
Site Classification: M Blackall Range CLIENT: PROJECT DETAILS: Sheet No. 25 of 25
1 BA REVIEW ISSUE GAG CJF AUG 2020
Soil Classification: M NOOSA DISTRICT BODY CORP RENOVATIONS/EXTENSIONS
Date Issued: Aug 2020
CAD File:
Wind Category: N3 195 WEYBA ROAD, DRAWING NUMBER REV.
Terrain Category: 2.5 NOOSAVILLE, QLD 2020-1056-25