16427 - 26Oct16 · OPW16/0270

3/100mm No 14 TYPE 17 BATTEN SCREWS

RAFTER.

COATTEN TO BLOCKING PIECE.

 

 

Ie

 

 

 

 

 

 

 

 

   

 

 

 

 

\

RAFTER OR
TRUSS.

BLOCKING PIECES SAME SIZE AS

RAFTER UNDER EACH BATTEN,

WALL FRAMING,

| FRAMING ANCHOR EACH END.

35° MIN - 45° MAX ANGLE FOR
BRACING SETS.
PROVIDE HORIZONTAL STRUTS

 

 

 

 

 

O/HANG DETAIL MAX _900

 

BEARER.

JOISTS

i

 

 

L

|

 

 

[
|

 

1
“\__lomm END PLATE TO 2,
c2

2/MI2 TO BEARER.

SLOPE CONCRETE AWAY FROM COLUMN.

 

Lo (orm BASE PLATE 4/MI2 HD BOLTS.

 

 

RA
YS

1800 APPROX

 

 

 

 

 

SLY

A/NI6 VERTICAL COGGED BARS.
i RO TIES @450mm CRS 65 COVER.

TO BE FOUNDED 300 INTO
MEDIUM DENSE SAND,

 

 

PF

 

 

DETAILS

 

lOmm END cl
PLATE TO Cl.
2/Ml2 TO WALL
FRAMING DOUBLE
TOP PLATE.

 

“BEAM.

©
®

lOmm BASE PLATE TO Cl.
2/MI2 TO DJ OR BEARER.

 

 

Cl DETAILS

 

 

 

\ NOTCH P2 50mm

 

 

 

 

 

 

 

 

RBI—~s “FOR ROOF BEAM.
2/MI2 BOLTS.
P2
oe

P2

Loss .

|

Be—~s NOTCH P2 50mm OVER

\|l-~_

7 BEAM, 2/MI2 BOLTS.

 

 

 

 

 

DETAILS

P2

 

 

(75x75x4.0 SHS) AS REQUIRED | |
TO ACHIEVE ANGLES. C3

  

 

lOmam CLEAT
PLATE TO C3.

0mm 'L' PLATE TO STRUT.
1/M20 BOLT TO C3 CLEAT.

!Omm CLEAT TO BRACING ROD MIN

lOOCFW.

1/M20 BOLT TO C3 CLEAT.

PROVIDE TURNBUCKLES FOR
TENSIONING TO ALL BRACING SETS.

BRACING SET DETAILS

 

lOmm CLEAT PLATE TO Cl.
2/MI2 TO LINTEL OR ROOF

2/Mle TO L7.
& 2/M20 TO RB2.

RAFTER
MV
\ for BEAM.

/\

 

“\__lomm END PLATE TO Pl.
2/MI2 TO ROOF BEAM,
lomm BASE PLATE TO PI.
lomm END PLATE TO C2.
2/MI2 THROUGH BEARER.

 

 

 

 

 

 

 

 

 

 

 

 

A
., Lseaner

Pl DETAILS

 

 

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NOOSA SHIRE COUNCIL
DRAWING TITLE:

 

 

 

 

 

 

PETER RIENECKER - RPEQ 2088

 

 

 

DETAILS

Designed: PLR Drawn: LR

SCALES: 1:20

Engineer: PLR |DATE: 7 OCT |é
parmisoan tram Riownee Cortina tngraers | SOB NUMBER DWG No. | ISSUE
DO NOT SCALE OFF DRAWINGS, | A3 |SHEET 9% OF [2 |CHECKED: — PLR