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DNA 102 - Chnage develoment approval [As Published]
100x 100x 4.0 §
Aa
— eee EE YF
welded to angles,
90x45 MGP 12 cca ridge beam -fix each fer with 2 gal
batten screws - strap over 250mm each side & fix with
eo 2.8 nails - 4 each face. :
90x45 MGP 12 cca rafters @ 500mm centres
max birdsmouth 25mm - fix each rafter
~ <a with 2 x framing anchors 3 2.8 nails per face.
90x90 MGP 12 roof beam trimmed on
comer to accomodate rafters - extend
beam out to support end rafters.
HS fully
Section 2
pillow blocks & bar
holding bell fully welded
to shs,
xOo™N
Et EhSection 1
canis do 75x38 F8 battens @ 600mm - | x
H . batten screws fixed to rafters.
uh
EN > S
® =
100x100x10 angle fully welded
to columns to form sqaure on top
of chs columns.
100x50x 4.0 RHS fully welded
| «——_ toall 4 sides.
Section 3
‘
pull ring & chain as
* per architectural details
| cross bracing not required for
design but may be omamental
4x 101.6 x 6.4 chs columns.
oN
7 XN
4 XN
Z X
7 N
“ \
7 N
L ph meee 100x50x 4.0 RHS fully welded
EE Bae 5 ne <——~ toall 4 sides.
Section 3 I
4
|
|
J
|
|
4
!
Sign in front
Cast 100nm slab with F72 mesh over
Section 4
|< joes aa
clean holding down bolts - 20 PMa concrete
bt ae8] 2x Y12 bars around perimeter under mesh.
4x 450mm diameter pad footing 1400mm deep &
“|< reinforced with 3 x Y12 bars - weld 200x200x 10mm
base with 4 M 16 bolt cast 600mm into footing.
Frame Design Drawing | Scale ~1:20
100x100x 10 angle fully welded
to columns to form sare on top
of chs columns - welded at corners.
100x100x 4.0 SHS fully
welded to face of angles.
Section 1
Horizontal section - steel frame
supporting roof.
90x90 MGP 12 roof beams -
fix with 3 M12 gal bolts.
\
90x45 MGP 12 cca rafters @ 500mm
centres with straps over top,
100x100x 4.0 SHS fully
welded to face of angles. .
Section 2
Horizontal section - roof framing.
ABN 100811290 _AONOL 829 140
‘Sunrise Design
Report No:
Report Date:
Client Name:
Site Address:
W3790de.
Anglican Church, Cooroy.
November 21, 2008.
Lot 46 Miva Street, Cooroy.
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