23688 DA - IDAS Application resubmission for Properly Made Application [As Published] · 132004.240015.3

50mm COLORBOND® barge roll flashing with h3
losp treated exposed roof framing to eaves.

115 x 19 Spotted gum battens over 4.5mm fc
sheeting, refer to future details.

RL33500_

Roof level
COLORBOND® 1/2 round gutter with
exposed fixing brackets to be in
accordance with manufacturers

 

 

 

 

 

 

 

 

 

 

6.0mm Fibre cement wall sheets with
ZINCALUME® window flashing used as
5° horizontial joiner strips. Refer to future detail.

 

 

 

i | f

50mm COLORBOND® barge roll
flashing with 6.0mm fibre cement
barge sheeting.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

specifications.
T Li
RL30800_ eee ae ht ee ee
First Floor _—_ Cyt 5 i
lt I Le I =
= ro Lh
L_I I
nes S =
RL. 28 100 =n i
BC LL a a a Sey
Upper Ground Floor Ex — “I
Td

Block veneer wall on boundary to achieve
min. 60/60/60 frl and to be in accordance
with engineers design and detail.

RL 25700
Lower Ground Floor

one ue

 

esigns

building desian and detailina

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ph: 5455 6688 fax: 5455 6699
po box 1324, noosaville d.c.qld 4566
[email protected]
© sbt designs 2006

ben thornton qbsa 727036

 

Structural Engineer

SCG Consulting Engineers
P: 07 5447 5544 F ; 5447 2634

Geotechnical

SCG Consulting Engineers
P07 8447 5544 F: 5447 2634

PROPOSED DWELLING FOR LOT NO.
Glen Morrison PLAN NO.
SITE

12 Arakoon Crescent DRAWN
Sunshine Beach Q SCALE

 

DAO1 Issue for development application

2

S|

§

“I
Frameless glass balustrade with stainless steel
offset spacers at fixing locations to be in
accordance with manufacturers specifications and

RI the BCA 3.9.2. Balustrade to be min. 1000mm
high above finished floor level.

Ss 175 x 75mm hwd splayed posts to

a be in accordance with engineers

design and detail.

Existing decking to lower
ground floor unchanged.

Southern Elevation

 

4:100

      

     

Er eed fe a

  

ISSUE DESCRIPTION DATE PROJECT NO.
20/12/2008 0625
DRAWING NO.

2.4