Council archive · source document
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.
Step 200 Step 200 < 50
D 1/N12
D 100 Corner
1.5D Slab mesh lap bar
SLOPE 1 in 10 TYPICAL SLAB RECESS DETAIL
ALTERNATIVE STEP DETAIL A ALTERNATIVE STEP DETAIL B (SUITABLE FOR RECESSES LESS THAN 50mm DEEP) External Edge Beam
Not to Scale Not to Scale Not to Scale
100 Slab mesh OUTSIDE CORNER LAP BAR DETAIL
Step 200 Not to Scale
50 to 200 Slab mesh
350
D MAX.
1.5D 400 400
125 100 500
2 Layers slab mesh
ALTERNATIVE STEP DETAIL C TYPICAL FOORTING BEAM STEP TYPICAL SLAB RECESS DETAIL TYPICAL SLAB STEP DETAIL
(STEPS LESS THAN 200 mm) (SUITABLE FOR RECESSES GREATER THAN 50 mm BUT LESS THAN 200 mm DEEP) (SUITABLE FOR STEP LESS THAN 350 mm DEEP)
Not to Scale 40 cover 300 Not to Scale Not to Scale
Lap
Construction joint
3 N12 bars or extend 3 N12 bars top
Footing step : B2 mesh to far side where internal beam top steel
3-N12 Z Bars D of external footing beam mesh is provided
MAX. height -
2xD each face '1' '1' Slab mesh
Trench mesh or reinforcing
bars as specified 1 : 20 fall
Internal Footing Beam
Internal footing beam
External Footing Beam 1
D Trench mesh or reinforcing External Footing beam Trench mesh (refer
bars as specified 5 internal footing beam)
100
max. 3 N12 bars Bottom
TYPICAL FOOTING BEAM INTERSECTION DETAIL 40 Cover
Not to Scale 500 LAP
1.5 x D - 450 min
SECTION 1 - 1
TYPICAL FOOTING BEAM STEP (STEP GREATER THAN 200 mm) Trench/bottom mesh (refer
Corner Bars shall be provided Not to Scale Trench/Bottom mesh (refer
edge beam detail)
Not to Scale at all corners as per corner edge beam detail)
2D (eg. 1200) Trench mesh (refer bar lap detail.
edge beam detail)
D Corner Bars shall be provided
at all corners as per corner
(eg. 600)
bar lap detail.
Corner Bars shall be provided
at all corners as per corner Extra "N12" Min. bar in
bar lap detail. 500 Min Lap widened penetration rib.
TYPICAL BAY WINDOW DETAIL
TYPICAL OFFSET FOOTING DETAIL TYPICAL EDGE REBATE DETAIL Not to scale Rib
Not to scale Not to scale
Provide Polystyrene Lagging Provide Polystyrene Lagging
around pipe of thickness to around pipe of thickness to
1.5 x Pipe Dia. (100mm Min.)
D Local Authority Requirements Local Authority Requirements
100mm Clear Pipe
D
D
TYP. PIPE PENETRATION THROUGH RIBS
Not to scale
50mm Clear
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall
2xD 2xD 2xD 2xD 300 300 Range Consulting Engineer and may not be copied, altered, sections omitted or erased and changes
TYP. PIPE PENETRATION - TOP OF FOOTING TYP. PIPE PENETRATION - BOTTOM OF FOOTING TYP. UNDER FOOTING 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.
Not to scale Not to scale Not to scale 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 CLIENT: PROJECT DETAILS: Sheet No. 3 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 2019-1027-03 3
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
BA190515 - 91 Upper Hastings Street Noosa Heads - 2019-1027 - 91 Upper Hastings Street - Rev 3.pdfRelated documentApplication case desk ↗
About this file
- File size
- 1.3 MB (small file)
- File type
No other editions are linked here.