Submitted Plans MCU11/0204

 

Direction X

. Direction Y
& BRACING REQUIRED - 189.44 kN'S .
BRACING PROVIDED - 196.94 kN

5 of 10

 

2041028

 

JOB #
OWG XO

 

 

 

   

¥20(800)5.12" = ¥24(600)3.84_
Rom NY : mae 7%

      
  
  
  

 

 

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PROPOSED RELOCATION

BRACING

 

Friday, 23 September 2011

 
      

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BRACING REQUIRED -
BRACING PROVIDED -
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1270 McKINNON DRV
RINGTAIL CREEK, 4565

JOE FRANZ

 

X19(1800)11.52

 

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CLIENT DETAILS

 

 

 

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NOTE: FIGURED DIMENSIONS TAKE PREFERENCE OVER
4:100

‘SCALED. IF IN DOUBT PLEASE CONTACT THIS OFFICE.

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Note

 

 

Note Only tiedown rods associated with bracing sheets are shown.
12mm Cyclone rods are to be placed within 100mm each side
Bracing and tiedown information provided of openings and spaced no further than 1200mm (RLW 6600)
is a recommendation. Other methods can and 1500 (RLW4500).

be used, provided that the combination of
bracing and/or tiedown systems is

installed porrectly and evenly throughout / mT a o : . oO . 60% of the required final bracing needs to’be fitted during N. 4
meet the Wind Load and Uplift Calulations a : : / . construction,

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Fineline Residential Design
P.O.Box 235, Eudlo 4554

 

 

 

©COPYRIGHT - THIS WORK IS COVERED BY COPYRIGHT LAWS AND CANNOT BE COPIED IN WHOLE OR PART WITHOUT WRITTEN PERMISSION OF FINELINE RESIDENTIAL DESIGN.

 

 

 

Temporary bracing during construction

 

 

 

 

 

 

 

 

provided. This can ‘nelude the fited final bracing panels. _\wanv careoory