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OPW15/0198 - Approved Plans
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
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NOOSA COUNCIL
APPROVED PLAN
OPW15/0198 19 NOV 2015
Jetty Plan
310Ø Pier Reinforcement
Member Schedule:
Jetty Elevation
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Section 2
TYPICAL SIDE VIEW
-
NOOSA COUNCIL
APPROVED PLAN
OPW15/0198 19 NOV 2015
[OCR of page images]
1 2 3 4 5 6 7 8 g 10 11 12 13 | 14 15 | 16
T f 7 T f 7
| | | |
SOmm# Formed Full depth spacers | | | |
Concrete Pier to suit
| | | |
) |__|
t 1 t 1
anne forme —_——2/M16 Stainless Reo 502 | acm | | > | J
Full depth spacers I Chemsets 150mm min embedment. Not rtaotat arr rata rere
to suit | |
II & Lf 4 +4
r SS) i |
| | | | .
en | I 2/M8 (min) cup head bolts SHS Joist
SSSSSs > SSS SS SSS i| though SHS joists to
AN a t rl FRP Beorer. | | | !
Ye Lome Stainless Reo 502 Ney Lome Stainless Reo 502 | | | |
Chemsets 150mm min embedment. Chemsets 150mm min embedment. | | | |
N ! N !
L&\
\ i017
DETAIL
Scale 1:10
£8 \
\ 01/7
DETAIL
Scale 1:10
£¢\
\sOI/
2/M16 Stainless Reo 502 2/M16 Stainless Reo 502 8 (ie
Ch ts 1501 bedment. Chemsets 150mm min embedment. 2/M8 (mit head bolts — i
| eEMSetS Imm min embedmen' emsets embedmer though ous jobs ‘0 ONS: [_\ SHS vist
FRP Bearer. {
2/MI6 Stainless Reo 502 —— | r Ro ee
[ore 150mm min embedment. | | | 1 | | | | | | | |
{ LL tL LL
al F- \ a — 5 z
& Full depth spacers ° t | dy Full depth spacers CQ
le 3 , 4 | to suit
; Ib to sul a i ! | we Nw 3 Ne
~ I. ~ 4
|< } ——s eo
| | |
| |
— : I I |
I< T Tl a 4 -
I. ‘ i ‘ os
] TT _St0mms Formed . I, ‘, .
i ve “ | Concrete Pier ‘ “ta |. ¢ oa ‘ wt Wr
“ ‘ 4] ls : , C :
‘ 2 fs I. ‘ 2 =} —sionms Formed | oy “10mm Formed
| / : Concrete Pier —— /' : | Concrete Pier
TYPICAL SIDE VIEW if
[
VIEW (At) VIEW BI ! —
Scale 1:10 Ye / Scale 1:10 Ye) 4x6 EA, | | |
2/M16 hex head bolts. | <=
=== x |
(1 | |
Ye) i
I
NOOSA COUNCIL I 90x6 ,_I
APPROVED PLAN i 2/M16 hex head bolts.
OPW15/0198 19 NOV 2015
NOTES: DETAL__- /.\ VIEW (01
1. Do not scale drawings. Scale 1:10 \J01/ cale 1: Ye /
2. Check and verify all dimensions
prior to commencement of work.
Wouevade By Date [ DESCRIPTION LOT 202 No21 COORAN COURT, NOOSA CONSULTING STRUCTURAL & CML ENGINEERS|Scale: 1: 10
Sl A | « | 25/05/15] Initial Issue Office: Suite 8/137 Brisbane Road, Mooloolaba
S B Jk 10/07/15] Amended to suit changes PROPOSED JETTY Postal: P.O. Box 7117 Job No.: 138-0319
g c JK 17/11/15 | General amendments to suit architectural plans BUILDER: RYAN DESIGNER HOMES Sippy Downs, QLD. 4556 Dw No . JO2
yy Designed By : J KERSWILL Drawn By: dK Date : 22/05/15 ‘ Phi i) 5444 5578 8 -
a) * | Web: hrdesigngroup.com.au JETTY DETAILS
Certified By : B.R. CROMAR BEng (Civil) MIEAust CPEng RPEQ NPER Date : 22/05/15 Email: __engineersGhrdesigngroup.com.au
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 [0 "1 [12 3 tet 16
Section 3
-
NOOSA COUNCIL
NEIGHBOURING
APPROVED PLAN
PONTOON
3,600
OPW15/0198 19 NOV 2015
3,000
A.H.D RL 2.069m 11,300
TBM Nail (in kerb)
Existing Hightset
Rendered
Brick & Tile
House EXISTING REVENTMENT WALL TO BE REMAIN.
U/G Power
SEWER
NEW CONCRETE MASONRY WALL TO BE
CONSTRUCTED INSIDE OF REVENTMENT WALL
TO ENGS. SPECS.
Ornamental
-0.25
1.00
1.25
0.2
0.75
2.21
0.00
0.5
1.75
2.00
1.50
1.37
5
0
2. 2.
2,348 Wall
1,578
22 FI
1.93
22
Lot 202 Garden Proposed
1,748
-0
Telstra
RH Pool 0.
58 . 31
Water Level RL 2.6
W Meter
Alumin.Sun
Hood Over
Recess in Slab
MH 2630 CEILING SET SOFFIT
2. 2.
1,411
1.38
COORAN COURT
E 12630
7 CEILING 06
Recess in Slab
Alumin. Hood
2 LP
10 .13
Suspended
Slab Roof
Sewing Station
4,300 Eave Colorbond Trimdek Roof
ConcealedGutter Guard to All Gutters
09
G
Sheeting @ 2° Pitch Fixed
Garden
FI
ILIN
CE
2700 CEILING
In A/W Manuf Specs.
D
924
KE
CANAL
RA
5,000 Wall UNDER GROUND Flue
WATER TANK
Garden
2630 CEILING
Dropped Ceiling 2400 1.
2.03
98
Beam Over
Front of 2400 Ceiling
2700 X 2300 Sliding
Colorbond Trimdek Roof
Panel to Slide in
2630 CEILING
Sheeting @ 2° Pitch Fixed 5,569 WALL
2400 CEILING
2400 CEILING
M.V In A/W Manuf Specs. S.A 2400 CEILING
SAND
M.V
Dropped Ceiling 2400
1. 1.
Colorbond Trimdek Roof
9 S.A Solar 99
Sheeting in A/W Manuf
S.A9
1.
2/ 2340 X 820
Panels 74 -0
.
ROBE 4x 2700 Ht DOORS
ING Over Guard to All Gutters 33
Garden
⬆ EIL
Concealed Beam Over
Skylight
Skylight
Skylight
Intercom D C Void 2.
1275 x 665
1275 x 665
1275 x 665
KE Void 2700 CEILING
Bridge Over
00
2400 CEILING
Skylight
Skylight
Skylight
RA
Flashing
Velux
Velux
Velux
1,700 Roof
Specs.
Void
2/ 2340 X 820
1,050 Roof Void Over Void Over
2.
Proposed
Void
01
LITCHGATE
Garden Residence S.A
Gutter
1
NOTE:NEW JETTY
2400 CEILING
Concealed Beam
.9 FFL 2.7
GF Solar 2630 CEILING 4,542 OMP
4
4500
UF FFL 5.7 HW
2400 CEILING
Obscure
APPLICATION NOTED IN RED.
Unit 2400 CEILING
2400 CEILING
Concealed Beam Over
2700 CEILING
Dropped Ceiling 2400
2400 CEILING
2.01
Garage
RA
DRIVEWAY 2400 CEILING
2400 CEILING
RL 1,610 RL 1,020
KE
DC
2400 CEILING 2400 Ht Bulkhead Over Kitchen
EIL
Exp Agg. Proposed Jetty
Obscure
M.V
IN
2400 CEILING
FFL 2.7
G
2630 CEILING
M.V
7000 3,500
2.28
6,000 Garage Wall Alumin.Sun
Hood
Gutter Guard to All Gutters Alumin.Sun
Hood
3,000
Suspended 10,500
2,085
FI
1,935
Recess
Boat Store
Slab Roof
2.00
1.86
Garden
-0
.
RPD
32
5 BTB WALL Lot 202 on SP N21857
100
2.2
2.04
0.58
2.23
1.13
2.23
FRL 60/60/60
Parish of Weyba
8,200 BTB WALL County of March
Site Area: 609 m2
Partly Exposed
9 Metres of Existing Blockwork Fence to be Demolished 6 Metres of Existing Blockwork Fence
Retaining Wall
to be Demolished
Footprint: 277.87 m2
Concrete
0 1 2 3 4 5
Site Coverage = 45.62%
Existing Highset Upper Floor Site Coverage = 39.90%
NEIGHBOURING
Section 4
Rendered Local Authority = SCRC
PONTOON
6,100
Brick & GI
House
2,800
10,000
N
SITE PLAN 1:200
PROJECT DESCRIPTION BUILDER STATUS - WD-C DATE 9/11/2015
Proposed Jetty Ryan Designer Homes DRAWN - GT CECKED BY: M.P.R
CLIENT SITE ADDRESS PROJECT NO SHEET NO.
D E S I G N
1/ 3 3 P r e m i e r C ir c uit K a w a n a J u n c t i o n Q u e e n s l a n d 4 5 7 5 P/ / 0 7 5 4 9 3 5 9 0 8 F// 0 7 5 4 9 3 6 9 7 1 E/ / a d m i n @ m r a d e s i g n . c o m . a u Thornton Lot 202 # 21 Cooran Court 15017 01 of 02
( P O W D E R D A Y P T Y LTD) Q B S A LIC. NO . 113 5 15 6 © 2013 These drawings remain copyright of MRA DESIGN and may not be used in part or in whole without written consent by the author. PLOT DATE: 9/11/2015
Section 5
T
NOTE: CONFIRM ALL LEVELS IN RELATION 3,500
TO EXISTING LEVELS ONSITE. -
NOOSA COUNCIL
APPROVED PLAN
750
TOW 2,185
< Hose Cock OPW15/0198 19 NOV 2015
Concrete Pylons
2,775
to Engs Specs.
310
3,075
HWD STAIRS
600
310 3,690 310 2,450 310 2370 310 150
4,500
2,830
310
300
300
295
310 215 310
1,370
310
1,195
1,425
1,415
RL 1,545 1,020
TOW 3,700
3 Risers @ 175mm Each
295
300
3,000 TO BOUNDARY
J1 Concrete Pylons Galv. Metal Stringers J1
to Engs Specs.
Jetty Bearers & Joist to Engs Specs.
7,000 3,500
10,500
LINE OF REAR BOUNDARY
JETTY 1:50
Jetty Bearers & joist to Engs Specs.
FFL
+2,700
Concrete Pylons Concrete Pylons
to Engs Specs. to Engs Specs.
⬇RL 1,545 3 Risers @ 175mm Each
Galv. Metal Stringers
⬇RL 1,020
Concrete Pylons
to Engs Specs.
LINE OF REAR BOUNDARY Jetty Bearers & joist to Engs Specs.
JETTY SECTION 1:50
PROJECT DESCRIPTION BUILDER STATUS - WD-C DATE 9/11/2015
Proposed Jetty Ryan Designer Homes DRAWN - GT CECKED BY: M.P.R
CLIENT SITE ADDRESS PROJECT NO SHEET NO.
D E S I G N
1/ 3 3 P r e m i e r C ir c uit K a w a n a J u n c t i o n Q u e e n s l a n d 4 5 7 5 P/ / 0 7 5 4 9 3 5 9 0 8 F// 0 7 5 4 9 3 6 9 7 1 E/ / a d m i n @ m r a d e s i g n . c o m . a u Thornton Lot 202 # 21 Cooran Court 15017 02 of 02
( P O W D E R D A Y P T Y LTD) Q B S A LIC. NO . 113 5 15 6 © 2013 These drawings remain copyright of MRA DESIGN and may not be used in part or in whole without written consent by the author. PLOT DATE: 9/11/2015
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