09/0152 - MCU - Mulitple Housing Type 1 - Relative or Employee [As Published] · 132009.152

‘5 x 50 shear block fixed

     

 

           

90 x 45 shear block fixed to top plate
with 3/75 mm, No 14 type 17 screws

Bo!
D

tom chord

  

clearance for
truss deflection

 

Bracing wall

    

TRUSS TO BRACING WALL 10kn. per set
WALL AT RIGHT ANGLES TO TRUSS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

PLYBRACE AS 1684.2-2006 Minimum plywood Bracing
TABLE 8.18 thickness (mm) Capacity
(g) - Plywood (kN/ml
Plywood shall be nailed fo frame using 30 x 2.8mm dia. flathead naits or equivatent Stud
For Method A,M12 rods shall be used at each end of sheathed section top st spacing
plate to bottom plate/floor frame. Method B has no rods but sheathing shalt ress {mm}
be nailed to top & bottom plates and any horizontal joints at 50mm crs. grade
Horizontat butt joints permitted, provided nai 450 600
fixed to nogging at s = 150mm cers for
Method A, or s = SOmm crs for Method B FB 7 9
/ Pa an = FN 6 1
150 T it | Fis 4 6
} . 5 } F27 4 45
| r Tt , 1 Fastener spacing, s
« 300mm. +} : + inl °
: { : toe
1 . : : + - Top and Method
F . 1 ‘ 1 bottom plate Aba
s . | = Method A 150 | Method
} : . + - Method B so | 8 6.0
Sheathed } : + Vertical
panels shali r . 1 edges 150
beconnected = | : 1 : . 4
to subfloor fe see fe
For Method A only; Intermediate
M12 rod to top & bottom plate studs 300
each end of sheathed section
NOTE: For plywood fixed to both sides of wall, see Clause 8.3.6.5

 

 

Steel Braces on Timber or Steet Columns

where bearer height to width
exceeds 4:1 the bearer shall be
fixed to prevent overturning

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

, crf
———__——_—___2/M 12 or 1/M16
2/30 x 0.8 galv straps, 4/2.8 bolt to bearer
Rails each end for hardwood and footing
5/2.8 nails for softwood FOOTING DEPTH IN M16 rod 1
FIRM {OR STRONGER} MAXIMUM TIE-DOWN rods, circular
LOW TO MEDIUM FORCE “U" (kN) hollow or rectangular
2 nailing plates ea. end M10 bolt PLASTICITY CLAYimm) holiow sec
of bridging, legs not bent 3 450 11.25
with 6/2.8 nails ea. face X 600 15.0 =
a 750 18.75 ——\!_——— column
3] mm 900 22.5
For each square
a metre of 190mm 2s 60° MAX
concrete slab . 30" MIN concrete stab optional
. tied te footing
100x50mm bridging F +
BRACING WALL TO FLOOR JOISTS piece on edge I | x
, bracing rods shall be tensioned 1 | ej£ 8
DESIGN STRENGTH {kN) I L { 5 a+
BRACING WALL TO EXTERNAL WALL Fe Ux D/titean oa g|8 &
r— Mi0 bolt with maximum of L J o
15 KN per set y
po
M { X
TO FLOOR JOISTS
BRACING WALL Double joist or 450mm long
full depth cleat nailed to
joist with 6/75x3.15mm dia. nai
‘AMENDMENT PHILL McGOWAN DRAFTING GBSA No 525708 Y

 

 

This drawing remains the propert
and may not be used oF reproduc

COPYRIGHT:

  

t Austratian Independent Builders,
whole or in part without written permission.

102 Fairview Rd Gympie 4570 Phone 9754828350 Mobile 0429645361 Email [email protected]

Project PROPOSED RELATIVES APARTMENT
Location 61LAKE FLAT ROAD BOREEN POINT

Drawing BRACE DETAILS

 

 

building designers Drawn P.M.
essociation of
queensland inc.

Client R.& D. HAMMERSLEY 01088

Scale - Date 19/11/08 Sheet 10 OF 12