Council archive · source document
ES_173527_BR_1059006_Conv_Lot 497 10 HILL STREET SUNSHINE BEACH QLD(C) · MCU18/0006.02
Attached to the e-mail Hill Street .msg.
Attached to the e-mail Hill Street, .eml, inside Generally in Accordance Application MCU18/0006.02 - Cover email - Plans.
Project Job No. 173527
Typical Pathway and Driveway Details
Typical Joint Layout Typical Joint Details
IJ CJ CJ CJ CJ CJ CJ CJ IJ
Path IJ IJ IJ IJ IJ IJ IJ IJ CJ Typical Control Joint
Control joints to be place in Typical Construction Joint Crack-Induced Joint (Saw cut, Insert or Tooled)
CJ
IJ concrete paving at a ratio Stop board to form joint and Saw cut, insert or tooled joint
IJ CJ no greater than 1:1.3 allow compaction of concrete (No sealant required)
Reinforcing mesh 50 mm 50 mm
continuous across joint
CJ
Existing Dwelling IJ
IJ CJ 30 mm cover to mesh 0.25 to 0.33T 30 mm cover to mesh
CJ Slab Thick.
IJ
100 mm
CJ (T)
IJ Induced crack
IJ IJ IJ IJ Roughest first-cast face
IJ CJ CJ CJ IJ Path
CJ
CJ
Note : Where 1:20 fall away from garage
cannot be acheived a grate drain is to
IJ be installed
IJ
CJ Typical Control Joint
Potential crack
Double Garage IJ Key Joint (Pressed-Metal or Formed)
if CJ used IJ IJ Potential crack
Optional coloured cover strip Typical Expansion Joint
instead of IJ IJ CJ if CJ used
instead of IJ LEGEND (No sealant required) Suitable silicon or
CJ polyurethane sealant
Isolation Joint 0.5L
to prevent ingress of dirt.
Extend pavement here to Expansion Joint 40 mm 40 mm Dowel
CJ CJ avoid acute angles 300 mm
Control Joint
30 mm cover to mesh 40 mm 30 mm cover to mesh
3 m Max CJ 3 m Max
Slab Thick.
CJ Joints perpendicular to slab edge 100 mm
to avoid acute angles (T) Bond-breaking
3 m Max CJ Propriety pressed-metal 0.5T compound
key joint to suit slab thickness 25 mm
CJ
10 mm minimum thickness Cap required
compressible filler material for expansion
for full depth of pavement
EJ if length greater than
15 m, Otherwise CJ EJ
Residential Driveways
Typically :-
2700 - 5000 wide
3 m Wide driveway
Typical Isolation Joint
CJ Varies
Abuting structure or
other pavement Mininum Steel Requirements :-
Height to allow clearance to
weep holes, flashing, Site Classification Reinforcement
900 mm damp-proofing course, Class 'S' SL 62
CJ Transition termite barriers etc Suitable silicon or
polyurethane sealant Class 'M' SL 72
30 mm cover to mesh to prevent ingress of dirt Class 'H1' SL 82
Slab Thick. Class 'H2' Site specific design required
Note : Cross over to be in 100 mm 10 mm thick compressible
accordance with local authority (T) filler material for full depth Class 'E' Site specific design required
requirements of pavement
Class 'P' Site specific design required
Lip of kerb
Fall - 25 mm over the
first 1 m from building
600 mm 600 mm
Kerb Kerb
Transition Transition
Floor level at least 150 mm Floor level at least 75 mm
above finished ground above external sealed area
Fall Drain Typical Cross Over Plan View
STA CONSULTING ENGINEERS
Brisbane North (Milton) (07) 3071 7444 Brisbane South (Rocklea) (07) 3071 7444 Gold Coast (07) 5522 1995 Mackay (07) 4960 4800
Client
DJK Electrical Services
Site Address
Lot 497 10 HILL STREET SUNSHINE BEACH 4567
Townsville (07) 4766 8741 Rockhampton (07) 4994 9810 Newcastle (02) 4032 6450 TBA SUNSHINE BEACH 4567
STDCON.2014-14-05
email: [email protected] webpage: www.staconsulting.com.au Page 13 of 14
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
ES_173527_BR_1059006_Conv_Lot 497 10 HILL STREET SUNSHINE BEACH QLD(C).pdfRelated documentApplication case desk ↗
About this file
- File size
- 835 KB (small file)
- File type
No other editions are linked here.