6. Attachment C - Engineering (incl Driveway detail)

\—
POST SLOTTED CENTRALLY FOR TRUSS.

J __ |
PLATE. 2/M16 BOLTS.

 

 

 

 

3/100mm No 14 TYPE 17 BATTEN SCREWS
BATTEN TO BLOCKING PIECE.

 

T T T

 

—KH

 

 

T
a: =

 

 

 

 

 

>
i) FASCIA

 

 

300

 

 

4 100w x 10 THICK PLATE WITH 100mm
SQ x 10mm THICK BASE PLATE.

P1 TO BLOCKWALL
DETAILS

 

BLOCKING PIECES SAME SIZE AS TRUSS
UNDER EACH BATTEN,
1 FRAMING ANCHOR EACH END.

 

O/HANG DETAILS

WALL FRAMING.

F82 FABRIC.

 

(MAX 900)

 

CHECK POST 50mm ]
FOR ROOF BEAM. V STUD FRAMING OVER

ata BOLTS. 7 WHERE APPLICABLE.

 

 

 

 

STEP_IN SLAB DETAIL

30 TOP COVER.

to

\

    

   
     

100

{
Z

50mm SAND BED &
WATERPROOF MEMBRANE,

SS

1 LAYER F72 FABRIC.
30 TOP COVER.

2/N12 SPLICE BARS.
BOTTOM TRENCH MESH,

LAP 500 WITH

 

 

 

3 BAR FIITM.
50 BTM COVER.

EB DETAILS

EXTRA 2/N12 BARS (or 3 BAR

 

a 7
yy
a

i BUILD FB2 FULLY INTO BLOCKWALL.

KA
FOOTING BEAM TO

 

 

FBTM) DIAGONALLY ACROSS ALL
CORNERS OF RECESSES AND VOIDS.

=<
5
=

2

   

 

 

 

‘TP1
an N12 VER BARS @400 CRS CENTRALLY
pt IN WALL. LAP 500 WITH STARTERS

FROM FOOTING.
N12 HOR BARS @400 CRS. LAP 450 ry
WHERE REQ'D AND AT CORNERS. |

JOISTS

K

CHECK POST 25mm

FOR BEARER. 7
Of? BOLTS. ~~ _->]

 

 

 

 

 

 

 

  

 

SLOPE CONCRETE AWAY

 

 

FROM POST.

 

 

N12 STARTERS @400 S|

4 BAR FITM TOP & BOTTOM.
a R10 TIES @600 CRS. 50 COVER.

75x10mm MS BRACKET.
2/M16 BOLTS TO POST.
FOR BRACING.

 
  

 

 

 

 

 

\

 

 

900 MIN

    
 

4 COGGED N12 BARS.
65 COVER.

COVER

4/N12 VER COGGED BARS.
65 COVER.

4508 CONCRETE PIERS TO ALL PAD
FOOTINGS. REINFORCED AS SHOWN AND
FOUNDED MIN 300mm INTO MEDIUM DENSE
SAND OF MINIMUM SAFE BEARING
CAPACITY 100kPa FOUND AT APPROX,
1200mm BELOW SURFACE LEVEL.

PF1 DETAILS

 

SF1_ DETAILS

3/N12 Z BARS EACH
FACE 400 LEGS.

 

 

300
MAX
Zz

 

 

 

 

 

300

 

 

 

-
FOOTING STEP

 

 

 

   
   

XTRA N12

TOP AND BOTTOM

INTERSECTION
EDGE BEAM

3 BAR FITM
50 EDGE COVER
2000 LONG

\

%,
Wy

 

EDGE OF SLAB

 

PROVIDE ALSO AT
CORNERS OF ALL
RECESSES AND
VOIDS

SLAB _RE-ENTRANT
CORNER DETAIL

   

 

 

DETAILS

 

PETER RIENECKER - RPEQ 2088

BLOCK WALL

LAP TRENCH MESH
FULL WIDTH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CORNER
EDGE BEAM

RIENMAC PTY LTD

ABN, 52 010 666 430 ACA 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,

137 BRISBANE ROAD,

(PO BOX 149)
MOOLOOLABA OLD 4557

 

P- (07) 5349 0762|
Email;- info@rienmac,net
Web:- www.rienmac.net

 

  
    
 

CLIENT:
GREEN EARTH HOMES
PROJECT:

PROPOSED DUPLEX DEVELOPMENT

5 VENTURA STREET,
SUNRISE BEACH QLD

REAL PROPERTY DESCRIPTION & COUNCIL:
LOT 114 ON RP132135, PARISH OF WEYBA,

COUNTY OF MARCH.
NOOSA SHIRE COUNCIL
DRAWING TITLE:

DETAILS

4567

 

Designed: AW/PLR Drawn: AW

 

SCALES: 1:20

 

 

 

 

 

Engineer: PLR|DATE: 31 OCT 19

TYPICAL FOR ALL CORNERS OF ALL RECESSES AND VOIDS 1954.4 S7 A
rite Person ton Rone Colin nee JOB NUMBER | DWG No. | ISSUE

| DO NOT SCALE OFF DRAWINGS. | A3 [SHEET 7 OF 1% CHECKED: PLR