Council archive · source document
20170093 - approved plans · 132000.200272.3
Plans and drawings: the text below has words only, no drawings.
Page 2 of 7 APPROVED PLANS: PBCQ Ref. No. 2017 0093
1260
SCHEDULE OF ABBREVIATIONS FLOOR FRAMING LEGEND
250x5 Steel Plate, 55mm return Trex decking boards
Approximate location of existing posts PP1 : 125 x 50 F14 Pole Plate
55
Fixed to existing building wall with M12 bolts @ 600 crs.
1
Concrete bored pier 1200 deep x 450Ø
TP
Timber post cast in as detailed. FB1 : Bearer - 2/240 x 45 MGP10 single span H3 treated 140 x 45 MGP10 Joist
Refer to TP1 detail. Fixed to 210x130x50x6 HDG ANGLE with 4/M12 bolts.
Fixed to post with coach screws.
1700
FJ1 : Joist - 140 x 45 MGP10 single span 2/240 x 45 MGP10 Bearer
NOTES: 90x90x5 RHS Frame
Fixed to bearer with galvanised L Bracket.
Block as required. H3 treated
Stairways are to be installed in accordance 4/M12 bolts
HDG Angle,
with Clause 3.9.1, Vol 2 of the NCC. FJ2 : 90 x 45 MGP10 H3 treated Vertical Facade Framing coach screw
fix to post
Handrails and balustrades are to be installed HR1: New powder coated aluminium handrail to match existing
to comply with Clause 3.9.2, Vol 2 of the
1000
NCC.
1200
NOTE: All floor joist to have blocking under Trex decking boards
Concrete footing
as per manuafacters details & sizing. Existing Post 140 x 45 MGP10 Joist
Masonry to comply with AS 3700.
External fixtures & fittings to be non-
combustible & hot dip galvanised or of
corrision resitant material. 450
Confirm all dimensions and design information
Section Detail 3 Section Detail
on site prior to commencement of work. 4 BEARERS TO EXISTING POST 1 : 10
STEEL FRAME WALL 1 : 50 2/240 x 45 MGP10 Bearer
HDG Angle, coach
screw fix to post 4/M12 bolts
Tactile indicators
comply with
applicable standards EXISTING BUILDING
Builder to frame stairs and landing
between existing steel with
140x45 MPG10 H3 treated
100x100 F14 HWD
Fix pole plate to existing Timber post
building to builders spec
600x50 - 100mm post 2/M12 bolts
PP1 pryda high wind psq
PP1
EXISTING BUILDING
Weathered top
1
PP
PP1
75
FB1 Ground to fall
away from piers
600
PP
1
PP
1
PP1
300
FB1
1
TP
Tactile indicators
comply with
FJ1
applicable standards Timber framed walls on slab to
1200 deep
suit dimensions for lift machinery,
Stairs to comply with Refer to manufacturers details.
1
1
TP
TP
applicable standards FB1 FC sheeting
FJ2 HR1 1260
FJ2 HR1
HR1
HR1
Handrails to stairs to HR1 to stop at existing wall
HR1
comply with Standards
300
FB1
1
1
1
1
1
1
TP
TP
TP
TP
TP
TP
600
Tactile indicators on FJ2 HR1 FJ2 HR1
council footpath to New timber bearers attached
comply with via galvanised EA bracket to 200mm thick concrete Concrete pier
applicable standards top of existing posts slab for PWD lift to eng design
Steel framed wall to back face of lift
& certification
cast into footing as detailed.
PROPOSED DECK PLAN Approval is required from Noosa
Pollock 2M Independence
PWD lift compliant with
AS1735 installed on slab to
450 Ø
Scale 1 : 100
Shire Council prior to placement manufacturers details 2 Section Detail
ALTERATION TO DECK
TP1 DETAIL 1 : 10
0 1m 2m 3m 4m 5m
SCALE @A3
ZEST BUIDLING DESIGN STUDIO Project Address Drawing Title
A.02
1:100
Sunshine Coast
P | 0457314346
A | 30 Wattlebird Drive, Doonan, QLD 4562
48-54 Duke Street, SUNSHINE
BEACH 4567
PROPOSED FLOOR
PLANS
E | [email protected]
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 Client Name
17013
Phase Bld # Issue
Designer (s) GLEN FLUDDER
I. Brundell A
Issue
BA ISSUE
Description
07/03/2017
Date BA A
BA ISSUE
Original sheet size A3 (297x420) Plot date: 07/03/2017 12:07:50
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