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BA190515 - 91 Upper Hastings Street Noosa Heads - 2019-1027 - 91 Upper Hastings Street - Rev 3 · OPW20/0026
Attached to the e-mail Civil Plans & Cover Letter OPW20/0026 - 91 Upper Hastings Street Noosa Heads.
New Concrete Pool (Ref: Drawing 08) DEB1
75x4.0 SHS Post P1 400 min.
100 min. SL82 Fabric 100 1200mm Min.
SL R12 Dowel Chemset 100
1 on 20 fall into Existing Footing SL82 Fabric
FSL
DEB1
1200 mm Max
250 Min.
Fill NSL
CONCRETE SLAB DECK
Sand Fill 125
400 Min.
200 Micron Plastic
300 mm Min.
200 Micron Plastic
Membrane (DPM). Typ. Existing Footing Beam Membrane (DPM). Typ.
R12 - 400mm Long Dowel
300
2 N12 Bar Top Controlled Fill (Ref: Notes)
R10 "Z" Bar at 400 C/C or 450 Bar @ 400 C/C. Bar wrapped in
Denso Tap or approved or Equiv.
150
R10 ligs at 400 C/C or N12 "Z" Bar at 900 C/C.
N12 ligs at 600 C/C. L11TM300
150 SQ x 8mm
Base plate Ø350 350 TYP. DOWELLED EXTERNAL EDGE BEAM - TEB1
DEB1
TYP. SHS POST FOOTING DETAIL - PF1 TYP. EXTERNAL EDGE BEAM - EB1 Not to scale
ST1
1 Not to scale
DEB1
Not to scale Not to scale 1000 mm max.
ST1 ST1 SL82 Mesh Top Internal load - bearing wall
100
100x100 H3 Post 140 SQR HWD H3 Post
ST1
2/M12 bolts through 2/M12 bolts through
75mm Min
galv. Cast-in stirrup 75mm Min
galv. Cast-in stirrup
DEB1 DEB1 Weathered top
Weathered top
400 Min.
ST1 ST1/DEB1 200 Micron Plastic 2 N12 Bar Top 200 Micron Plastic
Ground to fall Ground to fall
R12 Bar (Galv.) Dowels @ 400 Ctrs away from piers away from piers Membrane (DPM). Typ. Membrane (DPM). Typ.
DEB1
1 R10 "Z" Bar at 400 C/C or
IB1
DEB1
N12 "Z" Bar at 900 C/C.
FILL FILL FILL R10 ligs at 400 C/C or If Slab not Cast with Footing
FILL N12 ligs at 600 C/C.
N12 Bar Looped N12 Bar Looped
1200 mm Min.
NSL NSL
900 mm Min.
over stirrup over stirrup
350 L11TM300
M12 Loop Bar
TYP. INTERNAL BEAM - IB1
300mm Min.
300mm Min.
R12 Bar (Galv.) Dowels @ 400 Ctrs TEB1 Concrete Pier Concrete Pier Not to scale
200 Min. DEB1 Edge Beam and Slab Water Proof & Flexible
Exterior Epoxy Sealant
Conc. Steps
SL72 Fabric
Ø350mm Ø450mm
R12 Bar (Galv.) Dowels @ 400 Ctrs TYP. TIMBER POST FOOTING DETAIL - PF1 TYP. TIMBER POST FOOTING DETAIL - PF2
Block
NOT SUPPORTING ROOF LOAD SUPPORTING ROOF LOAD
Not to scale Not to scale
TEB1
TEB1
TEB1
400 min. DEB1 Edge beam &
Compacted Clayey Fill 200 Min. SL72 Fabric 100 SECTION 1 Stair Slab - N12 Tie Bars
SL Not to scale
N12 Bar @ 400 Ctrs Vertical
300 Approx
<1200mm
R12 Bar (Galv.) Dowels @ 400 Ctrs "Z" Bar as per RWT1 Base Slab
N12 Bar @ 400 Ctrs
IB1 200 Seried Core Filled Block
50mm Comp. sand fill
1200 Max.
Granular Material
400
EB1
N12 Bar @ 400 Ctrs Vertical
Varies
200 Micron Plastic Depth as Per RTW1 Detail
TEB1
200 Seried Core Filled Block Membrane (DPM). Typ.
Geotextile Material
400
N12 Bar @ 400 Ctrs Horiz. 1 on 20 fall
Ø100mm AG Drainage Pipe Controlled Fill Ref. Notes
1 on 20 fall Geotextile wrapped FSL
EB1 Alt. Cast Concrete Deepened
50mm Min Step 50mm Min Step FSL Edge Beam rather than Block N12 "L" Bar @ 400 Ctrs 300 "Z" Bar as per RWT1 Base Slab
2 N12 Bar Top TYP. RETAINING WALL/STRIP FOOTING STEP DETAIL
400 Min.
400
100mm STRIP DRAIN - S/STEEL PF1 2 N12 Bar Top R10 "Z" Bar at 400 C/C or Not to scale
ST1
PIT R10 ligs at 400 C/C or N12 "Z" Bar at 900 C/C.
R10 "Z" Bar at 400 C/C or N12 ligs at 600 C/C. 3 N12 Bar or
R10 ligs at 400 C/C or
N12 ligs at 600 C/C. N12 "Z" Bar at 900 C/C. L11TM300 NOTE:
PF2 PF2 The information provided on these drawings has been derived solely from the
350 L11TM300 350
Architectural Drawings provided to Blackall Range Consulting Engineer (The Engineer).
ST1 DEB1 TYP. WALL STRIP FOOTING - ST1 DETAIL DEEPENED EDGE BEAM - DEB1 No allowance has been made, other than the site soil conditions shown on the Drawings.
ST1 Not to scale
ST1
Not to scale
Where site soil conditions, at the building site differs from that shown on the Structural
PF1 - Ø350mm BORED PIER - 100 SHS POST P1 drawings the Builder shall contact The Engineer for clarification prior to work continuing.
FOOTING MIN. 900MM DEEP U.N.O
1% Fall Where discrepancies or anomalies between architectural and structural drawings and
FOUNDATION PLAN PF1 - Ø450mm BORED PIER - 140 HWD POST P2 averse site conditions are found such as; member sizes, span and connections, post
FOOTING MIN. 1200MM DEEP U.N.O
ST1
N.T.S footing and foundation, post size, fill areas, tree roots and stumps within foundation
SLAB MESH areas, rock or rock floaters, backfilled trenches within the foundation area, layers of
SITE CLASS TYPE OF FOOTING DEPTH FOOTING MAX. FOOTING unconsolidated soil material below the level where Site Investigation boreholes
CONSTRUCTION (D) mm (Min) REINFORCEMENT SPACING C/C (m) SLAB LENGTH SLAB LENGTH SLAB LENGTH termination has not been allowed for. It is the responsibility of the builder to contact The
>18m >18m & <25m >25m & <30m
CLASS - P Engineer where any of the above arise, such that the design can be verified and
POST FOOTING 1200 min. L11TM300 5000 SL72 SL82 SL92 amended where required.
(Assumed)
REINFORCED CONCRETE DRIVEWAY
100mm THK - SL72 MESH TOP.
REINFORCED CONCRETE SLAB ON Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall
GROUND - 100mm THK - SL82 MESH TOP. Range Consulting Engineer and may not be copied, altered, sections omitted or erased and changes
made without the prior written approval of Blackall Range Consulting Engineer. Acceptance of Blackall
REINFORCED CONCRETE STAIR SLAB ON Range Consulting Engineer fee proposal or estimate is deemed sufficient to effectuate an agreement.
FILL - 100mm THK - SL82 MESH TOP. 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
A Drawings -
Drawn
CJF
Checked Date
CJF 24/04
Site Classification: P BLACKALL RANGE CONSULTING ENGINEER
LANDSCAPED AREA CLIENT: PROJECT DETAILS: Sheet No. 2 of 8
Consulting Civil, Structural and Geotechnical Engineer ABN 94950162458
Date Issued: DEC 2019
Soil Classification: CH MR ADAM LAW PROPOSED RENOVATIONS
Campbell J Foster Po Box 342 CAD File:
Copyright: The design and engineering content shown on this drawing remains the property
Wind Category: N3 BEng(Civil), MIEAust. (609713), CPEng, RPEQ (7228)
Mapleton, QLD, 4560
(07) 5445 7354 (Office)
91 UPPER HASTINGS STREET DRAWING NUMBER REV.
of Blackall Range Consulting Engineer and may not be copied, altered, sections omitted
or erased and changed in any way without the prior written approval from Blackall
Range Consulting Engineer. ABN 94950162458 Terrain Category: 2.5 Signature
(07) 5445 7332 (Fax)
0419 140465 (Mobile)
NOOSA HEADS 2019-1027-02 3
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