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Compiled Approved Plans - 132002.220285.I (As Published)
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Log in to see the plans as drawn 65x5 SHS horizontal tie.
75x5 SHS horizontal tie.
Type 1 Wall 10PL cleat and 1 M16
Type 2 Wall 10PL cleat and 1M16
bolt to UB
bolt to UB
65x5
75x5 SHS
SHS horizontal tie.tie.
horizontal
10PL
10PL cleat and
cleat and1 M16
1M16
bolt to UB M16 rod with turnbuckle cross
bolt to UB bracing each 10thk bay
8th
Type 3 Wall
50x5 EA for panel
50x5
restraint. BoltEA stitch
to UB with 50x5 EA stitch
M12 at 500 max cts. for
welded to UB 50x5 EA for panel
welded to UB for
panel restraint restraint. Bolt to UB with
panel restraint
M16 rod with turnbuckle cross M12 at 500 max cts.
bracing each 10thk
8th bay
Type 3A Wall
Denotes Denotes
Acoustimax panel Acoustimax panel
3000 max
4000 max
10PL cleat x 100 wide
welded to back of UC.
UB
200UB22
200UB18atat4250
3000cts.
cts. 2M16 galv chemset 250UB37
anchors at 200 cts. 250UB31atat4250
3000cts.
cts.
Embed 1800 min into 75x8EA between
90x8 EA between UB columns for
75x8EA 125 embedment. bored pile UB columns for
panel support. 1M16 bolt each end Bottom connection panel support.
similar 1M16 bolt each
end
100UC15 brace. 10thk end plate
and 2M16 bolts to UB.
300
400
2M16 HD bolts to bored pier. 75x8EA
100x8 EA between UB columns for
2M20 Galv chemsets to bored pier.
800
Embed 450min with 75Sq x 10PL panel support. 1M16 bolt each end
Embed 300 min with Chemset Reo
washer
502 epoxy or equivalent.
1 25thk end plate x 200 min wide.
800min
1 CPBW to UB flanges.
450450dia
dia bored
boredpier x x
pier 4M24 HD bolts. Embed 600 min
25001800deep.
deep. with 75Sq x 12PL washer
KEY PLAN f'c = N32
f'c = N32
Denotes
Acoustimax panel
10kPa skin
1000
friction to pier.
Geotech to
150UC23 at
100UC15 at 3000
4250 cts.
confirm on site 600 dia bored
600dia boredpier
pierxx
cts.
3200
2700deep.
2000 max
2A deep.
f'cf'c= =N32
N32 3A
10PL stiffener for panel
support.
TYPE 2 WALL
300
10PL8PL
cleatcleat
x 100 widewide
x 100 6N24
welded to back
welded of UC.
to back of UC. R10-300. 50 Cover
2M162M12
galv chemset
galv chemset
anchors at 250
anchors at cts.
200125cts.
800min
embedment.
110 embedment. 4N16
Bottom connection
Bottom similar
connection R10-300. 50 Cover
similar 3A
2A
TYPE 3 WALL
APPROVED PLAN (TYPE 3A WALL SIMILAR)
132002.220285D
NOOSA COUNCIL Note: Bored pile design
18 FEBRUARY 2022 assumes 100kPa natural
ground material. Confirm
Design Wind Loading on site
Region B
TYPE 1 WALL Terrain Category 2.5
THIS SKETCH INDICATES MAIN STRUCTURAL MEMBERS ONLY.
PROVISION SHALL BE MADE FOR MISCELLANEOUS STRUCTURAL
ITEMS NOT INCLUDED ON THIS SKETCH.
MPN Consulting Pty Ltd
ABN 39 062 191 799
39 Sherwood Road, Toowong, QLD 4066
PROJECT:
Noosa Civic
SCALES:
DRAWN: JM
JOB
No.
9017-1
Building Importance level 2 COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR P: 61 7 3335 4555
F: 61 7 3371 3196 DWG TITLE: APPRD: DWG
REPRODUCED WHOLLY OR IN PART WITHOUT WRITTEN
E: [email protected] No.
PERMISSION OF MPN CONSULTING PTY LIMITED
2017©
Acoustic Wall Details 21.06.21
DATE: 02.09.21
SK-S.01[A]
SK-S.01[C]
Document Set ID: 21711316
Version: 1, Version Date: 24/11/2021
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