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SLAB DETAILS CONCRETOR NOTE:- MIN.200mm CONCRETE REINFORCED BLOCK WALLS eres
THICKENING BEAM/FOOTING REQUIRED Se] |g
: , UNDER ALL BRACING WALLS TO AS 3700 REQUIREMENTS g 2] |S
100mm R.C, 20 Mpa slab vibrated and reinforced als s
with 1 layer of slab mesh situated on bar chairs == &
and founded on visqueen or simifar lapped 200mm 8
and taped with pressure sensitive tape and laid | a
over 50mm min.compacted bedding sand. g 3 s
Refer to engineers specifications. || > 3s 3
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£146
IMPORTANT NOTES: = | [S
This plan to be read in conjunction with = £ a
floor plan. Builder fo confirm dimensions & ols
prior to construction. Plumbing fixture SS ay
positions and dimensions provided are B/S |e Ie
to be determined by builder or licensed (4) |S) |S oO
plumbing contractor. Denotes Existing 75 X 75 SHS Stee! Posts and Footings.
S
Denotes Sealed Rein.Block Retaining Wall fea]
Refer to Engineer Design & Specifications. c
5 780 2 840 c
S 1.400 901 2 —
S <1 480 5 Hn d
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! { ! 100mm Thick Reinforced concrete slab s £
° 4 i ' to engineer detail. Main floor 300mm Qo =
x & 1 : 1 above platform. 3 < =
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in.30mm || EXISTING ® =
pl Away || CARPORT Om
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SS ne ! Sy
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if ‘ 100m Thick Reinforded concrete slab | | | anvh al ~!
| : to efigineer detail. Main floor 300mm | || i Min.30mm | 2 Oo ua
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Denotes Rein.Block Retaining Wall “ —— 2000 5 780 2 840 a =
Refer to Engineer Design & Specifications, | Nn Denotes Existing Block Retaining Wall
Page 6 of 10

 

 

 

 

NATE
- “Bui DING DESIGN

 
   

 

 

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Cle) Ee ee aS
ROLE TAM ae MET A
E [email protected] M 0408 000450

www.accuratebuildingdesign.com

SLAB SET-OUT PLAN 1:100

* PLEASE NOTE.- ANY CHANGES TO OR SUBSTITUTION OF STRUCTURAL MEMBERS OTHER THAN BY A CERTIFIED ENGINEER, WILL VOID ACCURATE
BUILDING DESIGN OF ANY RESPONSIBILITY FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THIS BUILDING DESIGN.

ACCURATE

 

Blue Authors initials denotes original copy.

© Copyright: These plans are not to be copied wholly or in part without written permission of Accurate Building Design.