01.2 - Engineering Design (issue 2) · OPW18/0008

 

 

 

 

1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 |
B
A A
B
Direction A Direction B
Required = 14.8kN Required = 23.0kN
Achieved = 25.1kN Achieved = 30+kN

BRACING AND TIE~DOWN LEGEND:
e Indicates M12 rod
© Indicates M16 rod
x Indicates M12 bolt to bottom plate

Structural Ply Sheet fixed in accordance with the 1.8m
attached details and Table 8.18 (h). AS1684—2010. —_——
Maximum Capacity: 6.4kN/m x e * . .

2.7m

 

 

 

 

# Denotes internal top plate to be strapped to external
top plate. Refer to Table 8.22 (k). AS1684—2010.

 

 

 

 

 

 

 

 

 

|
|
NOTES: |
1, Internal bracing wall to be tied to roof/floor structure using Z| 2 on
shear blocks. Refer to Bracing Details sheet attached herein io tl 2
and Table 8.22, ASI684—2010. | ° "
2. This drawing must be read in conjunction with the Bracing ||| 5 lle
Details sheet attached herein. Ell | 5
= 3 a
=I|l 5 Is
COLUMN SCHEDULE: 2 || s 5
3 2 ~
MARK | SIZE DESCRIPTION sll S lle
5 ||| a \8
C1 180 PFC Column a &S
C2__ | 75x75x4.0 SHS___| Column | Yt
| ky S
|
|

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3.2m 2.8m

BRACING PLAN — Ne
I Do not scale drawings. (F Il 5f F | OOF, )

2. Check and verify all dimensions
prior to commencement of work.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

wee | a Pie iit | oinnay be ht or Gort PROPOSED NEW RESIDENCE at Sth Gate ia? theme Raat Waseca [Sette:__L: 100
& 1 BDK | 04/12/17] Preliminary Issue — Not for Construction LOT 120 CNR SEAMOUNT QUAY é& MERMAID QUAY, NOOSAVILLE Postal P.O. Bow nT me OOS Job No.: 17-0417
S| 2 BDK | 11/12/17] Preliminary Issue — Not for Construction BUILDER: RYAN DESIGNER HOMES Sippy Downs, QLD. 4556 Dw No : S17
a Designed By : J. SWEET BEng (Civil) (hons) Drawn By: BDK Date: 16/11/17 Ws (07) S444 5978 g 7
Certified By : BR. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER Date : 16/11/17 Email engineer [email protected] BRACING PLAN
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | g | 10 | 11 | 12 | 13 | 14 | 15 | 16