L497 Hill St (06.09.19) · MCU18/0006.02

TIMBER FRAMED BRACING WALL - TYPE TB1
EFFECTIVE LENGTH
OF BRACING WALL 1
a ‘STRAP or NAILING PLATE EACH SIDE

T:MBER FRAMED BRACING WALL - TYPE TB?
EFFECTIVE LENGTH
TGF BRACING WALL T
_- ANCHOR ROD
eR
g

  
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

t
M(2 BOLT EASH END.
TYPICAL ELEVATION

 

 

{ TIMBER or APPROVED GALV STEEL ANGLE BRACE

STRAP of FRAMING ANCHORS or

M10 BOLT AT EACH END TYPICAL ELEVATION

TIE DOWN FIXING OF HIP RAFTERS TO RIDGE BOARD & HIP RAFTERS,

THE DOWN RIDGE IF REQUIRED WITH 30 X 0.6mm
LOOPED STRAP TIED DOWN TO INTERNAL WALLS or

~ EXTERNAL WALLS-AT-GABLE-ENDS.-IF- TIED DOWN-TO-CEILING
JOIST, FIX JOIST TO TOP PLATE WITH LOPPED STRAP

TURNED UNDER PLATE & NAILED FROM OTHER SIDE or M10 BOLT ¥S.75mm DIAM NAILS:

i or M10 BOLT

475 X 38 Ff of EQUIVALENT RIGE TIE
(IEACH SIDE)

313.75mm DIAM NAMLS

 

/

      

475. X38 F 11 of EQUIVALENT RIGE TIE

LOOPED STRAP TURNED RAFTER
& NAIL FROM OTHER SIDE

 

TIMBER FRAME BRACING WALL TYPE TB3
ROOF CEILING or FLOOR STRUCTURE

FIXED TO TOP OF BRACING WALL
(REFER SUB-CLAUSE 41 6(5)

& FIG 41 B(5)) NAILING PLATES AT EACH END
\ & ON EVERY SECOND STOP
™ TOP 2 BOTTOM or ANCHOR RODS:
EXTERNALLY QUALITY FIBRE CEM AT EACH END
UNING WIN 4.5mm THICK
FIXED IN ACCORDANCE WITH TABLE }
41,(3)4 of INTERNAL QUILITY _"
FIBRE CEM LINING MIN 6 Onin
THICK FIXED IN ACCORDANCE WITH [
WITH TABLE 41 (334 L_
'

BOTTOM PLATE TO SUB-STRUCTURE
(REFER SUB-CLAUSE 41 6(3}C)

Ml

TYPICAL SECTION
THRU WALL TYPE TB3A

wecre ROGF CEILING of FLOOR STRUCTURE

FIXED TO TOP OF BRACING WALi
(REFER SUB-CLAUSE 41 8(5)
SFIG 41.8(5))

ANCHOR RODS
ATEACH END.

py

EXTERNAL QUALITY FIBRE CEMENT
LINING 4.5mm THICK FIXED
IN ACCORDANCE WITH TABLE 41.0(3)

BOTTOM PLATE TO SUB-STRUCTURE
(REFER SUB-CLAUSE 41 &3}C)

TYPICAL SECTION
THRU WALL TYFE TB3B

SHEET BRACING MAY BE FIXED IN ACCORDANCE

. WITH MANUFACTURERS SPECIFICATION

STEEL BRACING SETS
WHERE BEARER HEIGHT TO WIDTH EXCEEDS 1:4
THE BEARER: SHALL-BE-FIXED BY APPROVED MEANS
TO PREVENT OVER TURNING

 

      

 

FIXING OF RAFTERS, TRUSSES & PURLINS TO TOP
PLATE(REFER SUB-CLAUSE 41.9(2)(C)FIXING RAFTERS
TRUSSES & PURLINS TO TOP PLATE

 

TIMBER FRAMEO BRACING WALL TYPE TB4

ROOF CCILING of FLOOR STRUCTURE

FIXED TO TOP OF BRACING WALL (
|

(REFER SUB CLAUSE 41 8/5)
& FIG 4t 8(5))

STRUCT PLYWOOD IN ACCORDANCE.
WITHETABLE 41.8(3)8 FIXED IN
ACCORDANCE WITH TABLE 41 8(3)8

BOTTOM PLATE [0 SUS: STRUCTURE
(REFER SUB-CLAUSE 41,8X0))

TYPICAL SECTION
THRU WALL TYPE TB4A

BRIDGING BETWEEN DETAIL

   
 
 

UBEARING STUD IN WALL
OR TE DOWN POINT OF Cc
BRACING WALL ‘OR™TIE DOWN WALL

bs

4IFRAMING ANCHORS WHEN
SUPPORTING TIE DOWN OR BRACING WALLS

ANCHOR ROD OR BOLT FOR
TIE DOWN OR BRACING WALL
Ly

Al

MIN SIZE OF BRIDGING

Pt

 

\

 

 

 

 

ROOF CEILING of FLOOR STRUCTURE
FIXED TO TOP OF BRACING WALL
(REFER SUB-CLAUSE 41 (5)

A FIG 41.8(5))

ANCHOR RODS AT CACH END OR.-
|-- STRUCT F.YWOOD TO BE NAILED.
AT CLOSER C/S THAN RECUIRED BY TABLE

 

41 USJA AS PROVIDED IN SLIB-CLAUSE 41 6 (0)

q STRUCT PLYWOOD IN ACCORDANCE
~~ WITH TABLE 41 8(3)8 FIXED IN
ACCORDANCE WITH TABLE 41.0(3)8

4t BOTTOM PLATE TO SUBSTRUCTURE
,~ (REFER SUB-CLAUSE 41,4(3X0))

TYPICAL SECTION
THRU WALL TYPE TB4B-

 

VERANDAH COLUMN DETAIL
VERANDAH BEAM

ce

Ser

By

    
 

ae

Ys M12 BOLTS

ae ae

r
+

LOOPED SIRAP USE GUL NE DOWH RIDGE

HIP RAFTER - REFER FIGURE 41.214

=r

¥v

LOOPED STRAP - USE ONLY TIE DOWN RIDGE
& HIP RAFTER - REFER FIGURE 41 9(2)4

SN “oo . a,
SS Qe Re
3 Mo MeTHOD 1 Las
* S “EB ‘A
Nos, ™ a
. °S/M16 of 27M 42 BOLTS. VNAILING PLATE
N, \LOOPED STRAP
s, . \ TURNED UNDER & NAILED FROM

- .
xr 516 RODS, CIREULAR HOLLOW SECTIONS:
oS of RECTANGULAR {OLLOW SECTIONS}
w AS PROVIDEDIN SUB-CLAUSE 40 4(7)

“ S

  

+ TIE DOWN STEEL COLUMNS. —
FRAMING ANCHORS

TIE DOWN COLUMN FOOTING DETAIL

 

 

 

 

 

 

METHOD A METHOD B. TIED TO BEARER
REFER SUB-CLAUSE 41 X2XE)TIE DOWN FIXING REFER SU3-CLAUSE 41 9(2\E)TIE COWN FIXING —
OF RAFTERS TO RIDGE BOARDS & OF RAFTERS TO RIDGE BOARDS &
& HIP RAFTERS” & HIP RAFTERS” TYPICAL ELEVATION

NOTE.IN ALL CASES RIDGE or HIP RAFTER TO BE NOMINALLY NAILED TO RAFTER

GALVANISED STEEL FIXINGS

 

STRAP

 

STRAP FIXED BOTH ENDS
TO SAME MENIBER

 

   
     

FRAMING ANCHOR

NAILS FOR HARSWOOO
CYPRESS PINE & 4 NALS
FOR ALL OTHER TIMBER(REFER DEFINITIONS
MESUB-CLAUSE 1 3 FOR DETAILS)

LOOPED STRAP

STRAP FIXED BOTH ENDS:
TO SAME MEMBER

 

  

1 '
WIDTH ATLEASTEQUALTOHEIGHT

or 1800 MIN WHICHEVER THE GREATER 4IFRAMING

FIXING TO TOP OF TIMBER FRAMED BRACING WALLS

BRACING WALL TO ROOF FRAMING.

‘573.75 mm DIAM NAILS OR
34.88mm DIAM SCREWS FOR HARDWOOD

~— TRUSS BOTTOM CHORD
7 NAILS OR SCREWS FOR SOFTWOCD

   
 
 

LENGTH OF TIMBER TO BE
SUFFICIENT TO AVOID SPLITTING.
GAP MUST BE - 22" 59 x 50 F11 NOGGING(HIN)
PROVIDED TO ALLOW f — FIXED TO TRUSSES WITH 2FRAMING.
FOR TRUSS DEFLECTON =. .-- ANCHORS EACH END IF FIXING TO
i CEILING JOISTS SECURE NOGGING
Tae e OED aU THIS ‘ TO TOP PLATE WITH 5/3 75mm OAM
DIRECTION \ NAILS OR 3/4 88 mm OAM SCREWS

FOR HARDWOOD OR 7 NAILS OR
SCREWS FOR SOFTWOOD

BRACING WALL

BRACING WALL TO EXTERNAL WALL
~ TOP PLATE

 
  
  

cf
Ap EXTERNAL WALL

\s

BRACING WALL —~ ff

\

{

230 X 0.8mm GALY STRAPS

AINAILS EACH END FOR HARDWOOD.
SINAILS EACH END FOR SOFTWOOD

fy,

NOTE THIS METHOD OF FLING [OP OF BRACING
WALL MAYBE USED IN LIEU OF ANY FIXING.

TO TRUSS BOTIOM CHORD OR CEILING JOISTS
SHOWN ABOVE

NOTE IF BRACING WALL IS FIXED TO EXTERNAL
WALL AS SHOWN AGOVE THEN NON OF THE OTHER FIXIIG,
OPTIONS AREA REQUIRED REFER CLAUSE 41 85)

  

7 STEEL COLUMN

 

Lo \ YLOOPED STRAPS 212 BOLTS
: wR TURNED UNDER & NAILED FROM ~~ EMBEDDED MIN 300
ae Sy ‘OTHER SIDE
~ METHOD 3 FOR FOOTING DIMENSIONS
ANCHORS REFER 40.45)

    
 

$12 REINFORCED ROD
CARRIED DOWN TO 65me
FROM BOTTOM OF FOOTING

 

mm PLATE TYPICAL PLAN OF BONDED
WELDED ALL ROUND ATTACHED PIER
BRACING WALL TO ROOF FRAMING { wioth |

3.75mm DIAM NAILS FOR HARDWOOD

413 75mm DIAM NAILS FOR SOFTWOOD LEO TRUSS BOTTOM CHORD
2720 X 0.8mm GAL STRAPS y
4INAILS EACH END FOR HARDWOOD
SINAILS EACH END FOR SOFTWOOD

 

FORCE MUST 8E
TRANSFERRED IN THIS

 
 
  

DIRECTION
BRACING WALL TO ROOF FRAMING
TRUSS BOTTOM CHORD
5/3 75 mm DIAM RAILS OR
FORCE MUST BE 24,68mm DIAM SCREWS FOR HARDWOOD
TRANSFERRED IN THIS, 7 NAILS OR SCREWS FOR SOFTWOOD,
DIRECTION LENGTH OF TIMBER TO BE
\ SUFFICIENT TO AVOID SPLITTING

 

IF FIXING TO A CEILING JOIST OR RAFTER
USE VFRAMING ANCHORS IN LIEU

 

i
BRACING WALL
GAP MUST BE
PROVIDED TO ALLOW
FOR TRUSS DEFLECTION

 

_~ ANCHOR ROD

 

 

 

 

 

 

TIES EVERY SECOND COURSE

ATTACHED MASUNARY PIERS COMPLYING
WITH TABLE 36 2(B)

 

TOP ANCHORAGE DETAIL FOR MASONARY TIE DOWN WAI LS.

- 6mm PLATE

 

WF

  
 

-4 ~~ FOR TOP PLATE SIZE
REFER CLAUSE 41 2(1)(C)

ANCHOR ROD

SECTION
ANCHOR RCD

TYPICAL ELEVATION