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

 

1

12 13

16

 

 

 

4BKN

74.5KN

XXX SSSSSASASASSSSANSSSAT

 

 

Z
SSkN

 

 

25kN

 

Z
15kN

 

 

a
#

 

 

& 25kN
Z Z

 

 

25kN

 

 

 

 

 

1.7m

LBW
3.0m

3.3m

 

 

 

 

 

[

Ply Sheet ceiling
to hatched area.

&

92kN

 

3.0kNR

 

 

 

 

& 15kN 3.
ZA

 

 

 

 

 

 

3OkN

NOTES:
1. Do not scale drawings.
2. Check and verify all dimensions

2.1m
fo

 

 

prior to commencement of work.

 

 

 

 

 

 

 

 

 

 

 

 

BRACING PLAN

 

 

 

IZ

LL. A

Bracing Required — Limit State Values

Direction _A Direction B

Required = 87.7kN
Achieved = 100+kN
BRACING AND TIE—DOWN LEGEND:

e Indicates M12 rod
x Indicates M12 bolt to bottom plate

Required = 53.2kN

Achieved = 100+kN

Structural Ply Sheet fixed in accordance with the

attached details and Table 8.18 (h). AS1684-2010.

Moximum Capacity: 6.4kN/m

# Denotes internal top plate to be strapped to external

top plate. Refer to Table 8.22 (k). AS1684-2010.

TIN

SS 8 KKXZXXXXZE I “7).,__

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SL 2

 

 

 

 

 

 

 

 

Ne

 

(Ground Floor)

NOTE: All bracing to be in accordance with AS1684 — 2010.

100+kN

 

NOTES:

1. Internal bracing wall to be tied to roof/floor structure using
shear blocks. Refer to Bracing Details sheet attached herein
and Table 8.22, AS1684—2010.

2. This drawing must be read in conjunction with the Bracing

Details sheet attached herein.

 

COLUMN SCHEDULE:

 

MARK | SIZE

DESCRIPTION

 

c2 75x75x4.0 SHS
C3 200 PFC

C4 150x50x4.0 RHS
cs 89x89x5.0 SHS

Column
Column
Column
Column

 

 

 

 

 

 

Issue|Made By| Date

DESCRIPTION

 

o | BoK | 16/11/17

Preliminary Issue — Not for Construction

 

1 | Box | 04/12/17

Preliminary Issue — Not for Construction

 

2 | aox | 11/12/17

Preliminary Issue — Not for Construction

PROPOSED NEW RESIDENCE at
LOT 120 CNR SEAMOUNT QUAY & MERMAID QUAY, NOOSAVILLE
BUILDER: RYAN DESIGNER HOMES

DESIGN GROUP

 

 

REVISION

Designed By :

J. SWEET BEng (Civil) (hons)

Drawn By: BOK

Date: 16/11/17

(Cromer Winning Consulting Engineers Pry Lid T/A

 

 

 

 

 

 

 

Certified By :

B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NER

 

Date: 16/11/17

 

ABN 90 189 626 957

 

 

CONSULTING STRUCTURAL & CIVIL ENGINEERS
Suite 8/137 Brisbane Road, Mooloolaba

Office:
Postal:

Ph:
Web:
Email:

P.O. Box 7117
Sippy Downs, QLD. 4556

(07) 5444 5578
hrdesigngroup.com.au

[email protected]

1: 100

Scale :

 

Job No.:

Dwg No.: S13
BRACING PLAN

 

17-0417

 

 

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