Attachment 4 - Site Investigation and Slab Report

 

 

 

LAGGING THICKNESS

+

100

”

  
    
 
        

ze 4
ina * SERVICE
5 a PIPE
Ee lad Ee 3
T CLEARANCE TO
REINFORCEMENT

~ CLASS S, M= 25mm FIG WIDTH

- CLASS H, E, P= 40mm

SERVICE PENETRATION LOCATION NOTES:
-MAINTAIN SPECIFIED FOOTING DEPTH, SLAB DEPTH
AND REINFORCEMENT COVER AT ALL TIMES.

-WHERE SERVICE PIPES INTERFERE WITH FOOTING
DEPTH OR REINFORCEMENT COVER, THE FOOTING
MUST BE DEEPENED AND MINIMUM REINFORCEMENT
COVER MAINTAINED

-CUTTING OR BENDING THE REINFORCEMENT TO GO
AROUND OR OVER THE PIPE MUST NOT BE PERMITTED

SERVICE PENETRATION LOCATION

SERVICE PIPE
& LAGGING

REINFORCEMENT SPECIFICATIONS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

fa

 

 

 

>

x {
Pr rT

7

I jl qT

bod \—8 :

Rael
50 50

MIN.

50

MIN.

 

FTG DEPT!

 

 

 

MIN

 

MIN.

FTG WIDTH

REINFORCEMENT / STEEL LAP NOTES:

TRENCH MESH

STEEL BARS

CORNER BARS
SLAB FABRIC

<9 fee a ly

200 x 200
SQUARES

- 500mm IN A STRAIGHT LINE OR

TO THE FAR FACE AT "T” AND "L" INTERSECTIONS
-"N" BARS - 35 TIMES THE BAR DIAMETER

N12 - 420 LONG

N16 - 560 LONG

- REQUIRED AT ALL "T" AND "L” INTERSECTIONS

- ONE FULL PANEL OF FABRIC, SO AS THE TWO
OUTER-MOST TRANSVERSE WIRES OF EACH SHEET
ARE OVERLAPPED

REFER TO DETAIL

ee
200 x 100 EDGE
SQUARE

SLAB FABRIC LAP DETAIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

— i oz =
szi ——\ — f
wey 1000 1000
LAP EXTRA LAYER
OF MESH WITH
LOCAL DEEPENING — iMESH Wit | - sxerG verry
2-N12"Z" BARS
&
48
STEP IS > 200 AND oO
900 MIN. LAP < 2x FIG DEPTH ic
STEP IS < 200 x 2-N12 "Z" BARS
z-— tr I Te |
a i &
Q
: [_ 1
3 __ E
AL SLOPE < 1:10
STEPPED FOOTING DETAIL 1 STEPPED FOOTING DETAIL 2
FOR TENDER/APPROVAL 02.03.2022
Engineering & Building Investigation Services - Proposed New Reson od Cooroy FOOTING & SLAB DETAILS Drawing No. A3-210417-FD5
Unit til WwW PO Box 973 Buddina 4575 . '
Wo 555999 8 [0] Sue o19S Erccnet com cy BIS) [227.8% Scale: nis February 2022 [ brawnsis Checker a