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10. OBoat Hire - RPEQ Design Report
Attached to the e-mail OBoat Hire - Proposed landing redevelopment - 222 Gympie Terrace Noosaville - Email 2 of 2.
CRICHTON
Structural Design Report for Piles and
Pontoon Design
222 Gympie Terrace, Noosaville
0 Boat Hire
Prepared for: The Jetty Specialist
Nov 2021
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Page 2
Structural Design Report for Piles & Pontoon at 0 Boat Hire Ref: 855C_STRUCTURAL DESIGN REPORT- 0 BOAT HIRE_211112_ER.Docx DOCUMENT VERIFICATION Job Title: 0 Boat Hire Job No: 855C Document Title: Structural Design Report Date Addendum Rev. Issue Author Reviewed 22/11/2021 First Issue 01 First Issue E.Reweti T. Peters Evan Reweti Tim Peters, CPEng, RPEQ 5496 Author Reviewed Signed Signed 22/11/2021 22/11/2021 Date Date 0|P a g e
Page 3
Table of Contents
TABLE OF CONTENTS 1
INTRODUCTION 2
2.1 Background and Scope 2
DESIGN DETAILS 3
3.1 Geotechnical 3
3.2 Hydrological 3
3.3 Design Basis 4
3.3.1 Durability and Design Life 4
3.3.2 Design Loadings and Criteria 4
3.4 Methodology 6
3.5 Pontoon 6
3.6 Piles 6
3.7 Gangway / Ramp 6
PILE LOADING SUMMARY 7
4.1 Pile Loading Summary 7
APPENDIX A – DRAWINGS PREPARED BY TJS 0
APPENDIX B - DESIGN CALCULATIONS 1
APPENDIX C – QLDGLOBE GEOTECHNICAL DATA 2
1|P a g e
Page 4
Introduction 2.1 Background and Scope Crichton Edge Consulting Engineers has been commissioned by The Jetty Specialist to prepare a structural design report. This report outlines the design basis and structural design of the proposed pontoon systems and associated piles in accordance with all relevant standards. The proposal consists of three separate pontoon systems comprising of up to four sub-segment pontoons, 4 starter jetties, and 4 gangways. Pontoons 1 and 2 both comprise of two 9 x 2 metre pontoons supported by 2 piles. Pontoon 3 consists of 4 pontoon segments and 4 supporting steel piles. The proposed pontoons will be constructed using fibre reinforced polymer (FRP) concrete decks with an extruded aluminium marine grade frame. Additionally, all structural framing members for the gangway and starter jetty are constructed with 6351 alloy T5 temper aluminium. Drawings prepared by The Jetty Specialist detailing the proposed pontoon system are included in Appendix A. Design calculations for the proposed pontoon and gangway are included in Appendix B. 2|P a g e
Page 5
DESIGN DETAILS
3.1 Geotechnical
No site-specific geotechnical reports have been provided at the time of the design, however a
geotechnical report sourced from Queensland Globe has been used to get a general understanding
of the soil composition of the local area. The referenced site is located at Bay Street, Noosaville,
less than 1 kilometre from the proposed pontoon installation. Results obtained indicate that sand
makes up majority of the soil layers (refer to appendix C). This information has been taken into
consideration when determining embedment depths of the steel piles however embedment depths
have been calculated and provided for both stiff clay and dense sands to ensure adequate
capacity, should the site be composed of mostly clay-based soil.
3.2 Hydrological
As the location of the site is within the Noosa River and in close proximity to the mouth of the river,
the proposed marina structure has been designed to withstand current loads due to tidal currents,
river and stream flows. TJS drawings indicate that the site is not located within a flood zone, so
flood loading has not been accounted for resulting in reduced current velocity assumptions.
Relevant tidal heights provided by TJS are as follows:
• Highest Astronomical Tide, HAT = 0.59m
• Australian Height Datum, AHD = 2.40m (above seabed)
• Lowest Astronomical Tide, LAT = -0.45m
As the proposed structure is in a river system, debris loading needs to be taken into consideration.
A design depth of debris mat of 1.2 metres has been adopted (AS4997 – Clause 5.6).
The following design parameters summarise the hydrological values that have been adopted:
• Design flood velocity: 1.0m/s (AS 3962-Clause 4.8.4.2)
• Debris mat 1.2 metres
• Wave Loading: 2 kN/m horizontal force (AS 3962-Clause 4.8.4.3)
3|P a g e
Page 6
3.3 Design Basis 3.3.1 Durability and Design Life The design life of the piles are 25 years. Steel pile is encased in a 12mm thick HDPE liner that is terminated 2000mm below the seabed to ensure corrosion protection for the Atmospheric zone through to the embedded zone. For the remainder of the pile not covered by the HDPE liner, due to the lack of oxygen below the seabed it is anticipated that the levels of corrosion will be negligible however a sacrificial allowance of 2mm per face over the 25 year design life has been allowed for (Pile Design and Construction Practice Sixth Edition, 2014, M. Tomlinson, J. Woodward, P509, Section 10.4.2 – Steel Piles for Marine Structures). It is proposed to utilise FRP (fibre reinforced polymer) bars to the concrete decks in lieu of traditional steel reinforcement. As this product is not susceptible to corrosion, a minimum cover to the exposed side can be reduced to 25mm (AS3600 - Table 4.10.3.2). Refer to TJS Maintenance and Operations Manual for time until first maintenance for various elements of proposed pontoon system. 3.3.2 Design Loadings and Criteria A summary of the design loadings and criteria applicable to this pontoon is given below: Design Service Life 25 years (piles) 25 years (pontoons) Storm Surge and Tidal Flow Design Ultimate tidal flow velocity 1.0m/s (AS3962 – Clause 4.8.4.2) Assumed Debris Loading 10 kN/m (AS4997 – Clause 5.6) Waves Horizontal Wave Load 2 kN/m (AS3962 - Clause 4.8.4.3) Wind Importance level 2 (AS1170.0 - Table 3.1) Design average recurrence Interval 250 years (AS1170.0 - Table 3.1) Region B (AS1170.2 - Fig. 3.1 (A)) Terrain Category 1.5 (AS1170.2 - Clause 4.2.1) 250-year ARI regional wind speed 53.0m/s (AS1170.2 – Table 3.1) 4|P a g e
Page 7
Berthing
Vessel Up to 10 tonnes - 0.25m/s berthing velocity (AS4997 – Table B1)
Floatation
Design floatation load (restricted) 2.0kPa (pontoons/fingers) (AS3962 – Table 4.4)
Design stability load (restricted) 1.5kPa (pontoons/fingers) (AS3962 – Table 4.4)
Geometry:
Design freeboard (unloaded) = 400mm nominal
Pontoon 1:
• Length – 18.05 m
• Width – 2.0 m
• Pile Centres – 11.0 m
• Number of Segments - 2
Pontoon 2:
• Length – 18.05 m
• Width – 2.0 m
• Pile Centres – 12.4 m
• Number of Segments - 2
Pontoon 3:
• Length – 43.0 m
• Width – 2.0 m
• Pile Centres – Range from 10.72 m – 11.72 m
• Number of Segments - 4
5|P a g e
Page 8
3.4 Methodology The pontoon units and piles have been designed in accordance with the following referenced standards: AS/NZ 1170.2- 2013 Structural Actions- Wind Actions AS1664.1 -1997 Aluminium Structures- Limit State Design AS 3962-2001 Guidelines for Design of Marinas AS4997-2005 Guidelines for the Design of Maritime Structures AS2159 -2009 Piling- Design and Installation AS3600- 2018 Concrete Structures 3.5 Pontoon The structural design loads for the pontoons include dead load, live load, wind, wave, and flood load. The design of the pontoon deck slabs, and reinforcing was determined considering pattern live loading and wave loading. Pontoons have been designed to have a nominal freeboard of approximately 400mm (AS3962 – Clause 7.2.3.2). 3.6 Piles Pontoon piles have been designed for wave, wind, berthing and mooring loads in accordance with AS 3962 and AS 4997. In the absence of a site-specific geotechnical report, it has been assumed that the piles will be embedded into either dense sand or stiff clay. Steel piles are to be wrapped in a 12mm thick HDPE tube extending 2000mm below the riverbed (AS 3962 – Clause 5.3 (a)). Below this level piles have been provided with a corrosion allowance to achieve the required 25-year design life albeit the expectation is that a negligible amount of corrosion will occur due to the lack of oxygen present (Pile Design and Construction Practice Sixth Edition, 2014, M. Tomlinson, J. Woodward, P509, Section 10.4.2 - Steel Piles for Marine Structures). The top of the pontoon restraint piles (RL 3.2m AHD) has been set 2.61m above HAT). 3.7 Gangway / Ramp The gangway and ramp structures have been designed for the live loads specified in Clause 3.3.2. These structures will be constructed using aluminium extruded sections of grade/temper 6351-T5 or 6063 and flat plate sections of grade/temper 5083. All aluminium sections have been designed in accordance with AS 1664.1. 6|P a g e
Page 9
Pile Loading Summary
4.1 Pile Loading Summary
Parameters Pile
Wind Ultimate, Load (kN) 14.0
Wave Load (kN) 13.85
Current Load (kN) 0
Wind Ultimate, Moment (kNm) 36.8
Wave Moment (kNm) 39.33
Current Moment (kNm) 0
Total Design Moment (kNm) 96.8
Pile Section Capacity (kNm) 300
Pile Length (dependant on founding material) 8.8m – 10.1m
Pile Embedment (into Stiff Clay) 4500mm Min.
Pile Embedment (into Dense Sand) 3200mm Min.
7|P a g e
Page 10
5 Appendix A — Drawings Prepared by TJS
Page 11
O BOAT HIRE
PROPOSED FINGER PONTOON'S AND CATWALKS
S
S
S
S
S
S
S
ISSUE FOR CONSTRUCTION
5496 22/11/2021
Page 12
NAVIGATIONAL CORRIDOR
HIGH RISK MARITIME ZONE
S
S
EXISTING STRUCTURES PLAN
1:1000
ISSUE FOR CONSTRUCTION
5496 22/11/2021
Page 13
EXISTING FUEL BOWSER TO REMAIN | JETTY SECTION REMOVED PONTOON, GANGWAY & PILE TO BE REMOVED DEMOLITION PLAN 1:200 160 CP908649 JETTY SECTION REMOVED | oncon GANGWAY | AND PILES REMOVED ISSUE FOR CONSTRUCTION THE MARINA SPECIALIST SURVEY DATA ae a Crichton EDGE Consulting Engineers} P.O Box 6148 Woollongabba, QLD 4102 Ph: +61 7 3367 3570 ABN 66 099 997 995 [email protected] A FOR APPROVAL KJ_|15/10/21|_ MK CHECKED: REV) DESCRIPTION BY | DATE |APPD Ss HM _ |RPEQ: DATE: 5496 22/11/2021 TRADING AS ACN 010633119 “jetty => SPECIALIST 18 RON PARKINSON CRES CORBOULD PARK QLD 4551 AUSTRALIA PHONE(07) 5492 5925 DATUM HORIZ. GRID AS 1100 HEIGHT Seren (AHO. DERRIVED} SURVEY BOOKS SHEN C) BOAT HIRE 222 GYMPIE TERRACE NOOSAVILLE ™ EXISTING STRUCTURES PLAN PROJECT: PROPOSED FINGER PONTOON’S & CATWALK’S DATE: UNITS | SCALE: ‘SHEET: 14/09/2021 | WM |1:200 3 A3 DRAWN: CHECKED: APPRD: |DRG No: REV: 08 34680-03 0 THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST
Page 14
NOTES:
Lease Boundaries shown & existing structures (Jetty) are shown in approximate position
y
3500
9500 2000 _,
5800 2000
2000)
3540
Va
TEMPORARY BERTHING ONLY
ALONG THIS FACE :
‘\ 44998 @ 6315
LEASE BOUNDARY
1 p 4000,
1 EXISTING JETTY
' MODIFIED WITH ENDS CUT BACK
to
1S
iz
!
!
!
\
J
12600
EXISTING JETTY
EXISTING PONTOON
10400
|) - a Crichton EDGE Consulting Engineers}
EXISTING PONTOON
999
°
8
3
B
——GREEN-6mm
THK PLATE HDPE
|
1g
Qe)
z
S
Zz
>
ID
aM
im
wn
a
3
7
+40
1000
7
+40
_
999 \43000 OVERALL LENGTH
1000 _\
|
|
STEEL PILES
[ 14300 , 7
4 4 4
54680—7/ +
= '
3 |
Ss {
3 I
= 9315 INSITU PILES
re TYPICAL
ao
a a 18050 ,
4 t\,
|
p2| 2B a 2100
= Na ails
7B) TOU 2 a
54680—7/ 1680-7)
oo | | 9000 | 9000 _cesoase
7 7 4
0 x
1650
| °
y
‘
— : 4 S| |
g
Pili ¢ : 3
L— Ae H
1000 9000 1 $000 |
54680-7/ 90 +906 a
| a pote
— i)
lo
is
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1
I
|
SITE PLAN
1:200
ISSUE FOR CONSTRUCTION
P.O Box 6148
Woollongabba, QLD 4102
Ph: +61 7 3367 3570
‘ABN 66 099 997 985 [email protected]
TRADING AS
CHECKED:
FOR APPROVAL
KJ
13/10/21
REV)
DESCRIPTION
BY
DATE _|APPD}
RPEQ:
5496
DATE:
22/11/2021
“jetty
=> SPECIALIST
THE MARINA SPECIALIST
ACN 010633119 18 RON PARKINSON CRES
CORBOULD PARK
QLD 4551 AUSTRALIA
PHONE(07) 5492 5925
SURVEY DATA
DATUM
HORIZ.
GRID
HEIGHT
ORIGIN
AWD DERRIVED|
SURVEY
BOOKS
CUNT!) BOAT HIRE TE NEW SITE PLAN
S| 222 GYMPIE TERRACE
= NOOSAVILLE DATE: UNITS. [SCALE: SHEET:
¢p PROMEEE: 14/09/2021 MM 1:200 4 A383
< PROPOSED FINGER PONTOON S DRAWN: CHECKED: APPRD: [DRG No: REV:
& CATWALK’S 7B 34680-04 0
THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST
Page 15
→
NOTE:
LARGEST BERTHING VESSEL IN TEMPORARY
←
MOORING IS 3.5m BEAM x 9m LENGTH
VESSEL MOORING
SITE PLAN
1:200 ISSUE FOR CONSTRUCTION
5496 22/11/2021
Page 16
2000
| 11000
50
43000 OVERALL LENGTH
11000 50
11000 50
9850 |
00 9500
8200
5200
8350
] CAST ALUMINIUM MARINA 350
pu BRACKET B2
LS AT APPROX 2.5m CRS
10.72
PONTOON P3A
PONTOON P3C
PONTOON P3D
os ALUMINIUM MOORING PILE BRACKET /B2 PILE BRACKET 81
Bre BRACKET CLEATS AT APPROX 2.5m CRS 8 8
Np es] OY RR esse N
4% 0355.6 x95 WT ESS SSS SA Re omenetemm THK
GRADE 450 STEEL PILES
WITH #400 HDPE SLEEVES | 5250 / 4000 | L 4000 2700 |
11.72 m >
GANGWAY 1 DWG # 34680—GW1 TYP STARTER JETTY PLATFORM 1& HEADSTOCK
STARTER JETTY PLATFORM 1& HEADSTOCK
DWG # 34680-SJ2 & 34680-SJ1
TYPE P3 PONTOONS
DWG # 34680-SJ2 & 34680-SJ1
NOTE: LEGEND "F.B”
REFER "FUEL BROWSER” DETAILS
ort
2000
11.00 m SCARE 1:125
' 9000 9000 1600
# f 50 7 7
CAST ALUMINIUM MOORING a RUBBER FENDER 1000 1
J. CLEATS AT APPROX 2m CRS \/ TO ALL SIDES I
4 $2
! PILE BRACKET B1 PILE BRACKET aot ! .
| 3000 | 6000 | 2400 | 2 x 9355.6 x 9.5 W/T 1
4 7 ™ 7 GRADE 450 STEEL PILES 1 1
WITH 6400 HDPE SLEEVES bana nnnn nae bat
TYPE P2 PONTOONS GANGWAY 1 DWG # 34680-GW1 TYP
SCALE 1:100 STARTER JETTY PLATFORM 2 & HEADSTOCK
. DWG # 34680-SJ3 & 34680-Su1 !
L 9000 9000 L 3250
50
| oe ALUMINIUM MOORING a Jone FENDER . | 1000
CLEATS AT APPROX 2m CRS TO ALL SIDES . {ST
8 (000--~1 we for 8
QF wo
o} | IT =
! PILE BRACKET B1 PILE BRACKET B2 2 x 0355.6 x 9.5 W/T °
| 3000 | 6000 | 3800 | GRADE 450 STEEL PILES
4 ” 4 WITH #400 HDPE SLEEVES !
TYPE P3 PONTOONS STARTER JETTY PLATFORM 18 HEADSTOCK ISSUE FOR CONSTRUCTION
. DWG # 34680-SJ2 & 34680-Su1 I
SCALE 1:100 1 '
Crichton EDGE Consulting Engineers] = HE’ MARINA SPECIALIST SURVEY DATA} |“ BOAT HIRE ™® PONTOON LAYOUT DETAILS
Bg Woo lonebbe, QLD 4102 TRADING AS ACN 010633119 RBOULD Pyne CRES | DATUM Ss 222 GYMPIE TERRACE
Ph: +61 7 3367 3570 THE QLD 4551 AUSTRALIA | HOR. = NOOSAVILLE DATE: UNITS |SCALE: SHEET:
ABN 66 9 o07 gp5 [email protected] BEGT PROJECT: 30/09/2021 | mm 1:100 1:125 6 A3
x FOR APPROVAL Ka 3710/21) WK | CHECKED: __[RPEQ: DATE: == SPECIALIST PHONE(07) 5492 5925 | Otay [AHD DERRIVED| PROPOSED FINGER PONTOON’S DRAWN: CHECKED: APPRD: |DRG No: REV:
REV DESCRIPTION BY | DATE APPD 5496 22/11/2021 pore & CATWALK’S 108 34680-—06 0
THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST
Page 17
A [| TOP OF PILE R.L 3.2m 4m ALUMINUM GANGWAY REFERENCE DWG# 34680-GW1 a FABRICATED STARTER JETTY REFERENCE DWG# 546807071 EXISTING JETTY y OF DECK RL 1.00 FN N vl PD HAT R.L 0.59m 400_FREEBOARD}— [ i [ J AHD R.L 0.0m LEVEL DATUM LAT R.L. -0.45m EMBEDMENT TO ENGINEERS SPECIFICATION \ \ estate RIVER BED RL —2.400 4 x 0355.6 x 9.5 W/T GRADE 450 STEEL PILES WITH 400 HDPE SLEEVES 2m BELOW RIVERBED U.N.O. A | | TOP OF PILE R.L 3.2m SECTION AA SCALE 1:150 4m ALUMINUM GANGWAY REFERENCE DWG# 34680-GW1 A 400_FREEBOARD— [ A ss 83KN RC INSITU PILES EMBEDMENT TO ENGINEERS SPECIFICATIONS FABRICATED STARTER JETTY REFERENCE DWG# 34680—JT2 EXISTING JETTY TOP OF DECK RL 1.00 HAT R.L 0.59m LAT R.L. —0.45m EMBEDMENT TO ENGINEERS SPECIFICATION UN x 9355.6 x 9.5 W/T GRADE 450 STEEL PILES \\ estmareo RIVER BED RL -2.360 SCALE 1:150 WITH $400 HDPE SLEEVES 2m BELOW RIVERBED U.N.O. 4A | | TOP OF PILE R.L 3.2m 4m ALUMINUM GANGWAY REFERENCE DWG# 34680-GW1 A 400_FREEBOARD}— [ JI J - SECTION BB 9315 83KN RC INSITU PILES EMBEDMENT TO ENGINEERS SPECIFICATIONS FABRICATED STARTER JETTY REFERENCE DWG# 34680- EXISTING JETTY / TOP OF DECK RL 1.00 HAT R.L 0.59m AHD R.L 0.0m LEVEL DATUM LAT R.L. —0.45m EMBEDMENT TO ENGINEERS SPECIFICATION ;— \ x 0355.6 x 9.5 W/T LI GRADE 450 STEEL PILES \ csmareo RIVER BED RL -1.150 WITH 9400 HDPE SLEEVES 2m BELOW RIVERBED U.N.O. SECTION CC SCALE 1:150 9315 83KN RC _INSITU PILES EMBEDMENT TO ENGINEERS SPECIFICATIONS AHD R.L 0.0m LEVEL DATUM CY HAT RL 0.59m “AHD R.L 0.0m LEVEL DATUM “LAT RL. —0.45m “HAT R.L 0.59m “AHD R.L 0.0m LEVEL DATUM “LAT R.L. —0.45m ISSUE FOR CONSTRUCTION > PE EM icon 64 consting tginees] ~~ THE MARINA SPECIALIST [Survey DATA] [™®%0 Boar HIRE MEF EVATIONS ad Woo lonebbe, QLD 4102 TRADING AS ACN 010635119 18 RON PARKISON CRES [DATUM S 222 GYMPIE TERRACE Sa Ne ir gurichterdoo ey THE ett QLD 4551 AUSTRALIA | HERS: = NOOSAVILLE DATE: UNITS SCALE: SHEET: GIG aiauiels ABN 66 099 997 985 [email protected] GRID > / A3 | Yy PHONE(Q7) 5492 5925 [HEIGHT lain periventua| : 7-10-2021 | MM |1:150 7 x FOR APPROVAL Ka 3710/21) WK | CHECKED: RPEQ: DATE: => SPECIALIST ORIGIN <x PROPOSED FINGER PONTOON S DRAWN: CHECKED: APPRD: TDRG No: REV: REV DESCRIPTION BY | DATE [APPO 5496 22/11/2021 | Bours & CATWALK’S KJ 34680-07 0 THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST
Page 18
er] D ye (eI 1D Jt ld cry wel I (err 1 P2 i (eI \ ae S3l[F=—1L84 & li A Wey VU = = i , = = = Polos ! — av ff Ash) 1 Te] | _ boas _ = PILE DETAILS (m) TOP OF PILE DESCRIPTION EASTING NORTHING PILE RL P1 $355.8 x 9.5, STEEL GR450 3.2m P2 9355.8 x 9.5, GR450 3.2m P3 0355.8 x 9.5, GR450 3.2m P4 9355.8 x 9.5, GR450 3.2m P5 9355.8 x 9.5, GR450 3.2m P6 9355.8 x 9.5, GR450 3.2m P7 9355.8 x 9.5, GR450 3.2m P8 9355.8 x 9.5, GR450 3.2m S1 0315 83KN RC 0.748 S2 9315 83KN RC 0.748 S3 0315 83KN RC 0.748 S4 9315 83KN RC 0.748 ISSUE FOR CONSTRUCTION aE Crichton EDGE P.O Box 6148 Consulting Engineers Woollongabba, QLD 4102 Ph: +61 7 3367 3570 ABN 66 099 997 995 [email protected] FOR APPROVAL KJ 13/10/21 MK CHECKED: REV) DESCRIPTION BY DATE APPD __ | RPEQ: 5496 DATE: 22/11/2021 THE MARINA SPECIALIST TRADING AS ACN 010633119 “jetty => SPECIALIST 18 RON PARKINSON CRES CORBOULD PARK QLD 4551 AUSTRALIA PHONE(07) 5492 5925 SURVEY DATA DATUM HORIZ. GRID AS 1100 HEIGHT Seren (AHO. DERRIVED} SURVEY BOOKS SHEN) BOATE HIRE 222 GYMPIE TERRACE NOOSAVILLE PROJECT: PROPOSED PONTOON & CATWALK ™® PILE SETOUT DATE: UNITS | SCALE: ‘SHEET: 13/10/21 | WM 1:20 8 A383 DRAWN: CHECKED: APPRD: |DRG No: REV: KJ 34680—08 0 THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST
Page 19
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 28- 6 SS LIGS @ 300 CTRS
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10). 30 COVER 9000
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN
25mm OF ALL EDGES. 950 1950 1950 1950 1900 300
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
5x STANDARD MARINA CLEATS
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316 10- 6 SS LIGS @ 300 CTRS 3350 900 4750 14- 6 SS LIGS @ 300 CTRS
30 COVER
30 COVER
4x STANDARD MARINA CLEATS 9000
PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
PLAN
335 335
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER
A
HDPE SHEET LAPPED 200mm MIN 30 MIN COVER
INTO CONCRETE AND SECURED FRONT ELEVATION
WITH HDPE STRAPS & PEGS INTO FOAM
2000 25 X 45
2x 8 GFRP BARS
TOP OF ALL BEAMS 200 8 GFRP BAR 150 EACH WAY. 2x M12 SS L BOLTS
UNDER MESH 30 MIN COVER
100
100
125
325
300
12x400 LG SS ROD
750
WELDED TO L BOLTS
STANDARD CLEAT
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
HDPE SKIN
335 120 960 120 335
1874
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P1B
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-P1B-1 0
Page 20
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
8870
335 8200 335
200 TYP
970
1870
900
ISOMETRIC
335 2550 335 335 3950 335
3220 1030 4620
PLAN
B
648
R50
B
FRONT ELEVATION
335 120 960 120 335
200
200 25 X 45
27
300
FOAM WRAPPING INSPECTION
648
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SIGNATURE:
SECTION B-B
SCALE: 1 : 25 DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P1B
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-P1B-2 0
Page 21
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 28- 6 SS LIGS @ 300 CTRS
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10). 30 COVER 9000
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN
25mm OF ALL EDGES. 300 2000 2000 2000 2000 700 5x STANDARD
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND MARINA CLEATS
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
1100
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
900
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316
900 8100
4x STANDARD MARINA CLEATS
25- 6 SS LIGS @ 300 CTRS
PLAN 30 COVER
PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
337 337
A
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER FRONT ELEVATION 2x M12 SS L BOLTS
"SIKASIL WS" GREY SILICON SEALANT 30 MIN COVER
APPLIED TO EDGE WHERE CONCRETE
AND ALUMINIUM FRAMES MEET TO 2000
PREVENT WATER INGRESS 25 X 45
2x 8 GFRP BARS
TOP OF ALL BEAMS 200 8 GFRP BAR 150 EACH WAY.
UNDER MESH 30 MIN COVER
HDPE SHEET LAPPED 200mm MIN 100 100
INTO CONCRETE AND SECURED
WITH HDPE STRAPS & PEGS INTO FOAM
125
12x400 LG SS ROD
WELDED TO L BOLTS
STANDARD CLEAT
325
300
750
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
HDPE SKIN
335 120 960 120 335
1874
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P2A & P1A
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P2A-1 0
Page 22
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
8870
335 8200 335
200
970
1870
900
ISOMETRIC
335 7300 335
900 7970
PLAN
B
648
R50
B
FRONT ELEVATION
335 120 960 120 335
200
200 25 X 45
273 27
300
FOAM WRAPPING INSPECTION
648
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SIGNATURE:
SECTION B-B
SCALE: 1 : 25 DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P2A
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P2A-2 0
Page 23
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 28- 6 SS LIGS @ 300 CTRS
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10). 30 COVER 9000
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN
25mm OF ALL EDGES. 1150 2000 2000 2000 1550 300
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
5x STANDARD MARINA CLEATS
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316 5- 6 SS LIGS @ 300 CTRS 19- 6 SS LIGS @ 300 CTRS
1950 900 6150 30 COVER
30 COVER
3x STANDARD MARINA CLEATS 9000
PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
PLAN
335 335
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER
A
HDPE SHEET LAPPED 200mm MIN 30 MIN COVER
INTO CONCRETE AND SECURED FRONT ELEVATION
WITH HDPE STRAPS & PEGS INTO FOAM
2000
25 X 45
2x 8 GFRP BARS
TOP OF ALL BEAMS 200 8 GFRP BAR 150 EACH WAY. 2x M12 SS L BOLTS
UNDER MESH 30 MIN COVER
100
100
125
325
300
12x400 LG SS ROD
750
WELDED TO L BOLTS
STANDARD CLEAT
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
HDPE SKIN
335 120 960 120 335
1874
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P2B
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-P2B-1 0
Page 24
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
8870
335 8200 335
200 TYP
970
1870
900
ISOMETRIC
335 1150 335 335 5350 335
1820 1030 6020
PLAN
B
648
R50
B
FRONT ELEVATION
335 120 960 120 335
200
200 25 X 45
273 27
300
FOAM WRAPPING INSPECTION
648
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SIGNATURE:
SECTION B-B
SCALE: 1 : 25 DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P2B
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-P2B-2 0
Page 25
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 35- 6 SS LIGS @ 300 CTRS
5x MARINA CLEAT 350 AT 2500 CTRS
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10). 30 COVER 11000
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN
25mm OF ALL EDGES. 300 2500 2500 2500 2500 700
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
1100
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
900
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
32- 6 SS LIGS @ 300 CTRS
15. ALL BOLTS AND FITTINGS TO BE SS316
900 10100 30 COVER
4x STANDARD MARINA CLEATS PLAN
PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
337 337
A
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER FRONT ELEVATION 2x M12 SS L BOLTS
"SIKASIL WS" GREY SILICON SEALANT 30 MIN COVER
APPLIED TO EDGE WHERE CONCRETE
AND ALUMINIUM FRAMES MEET TO 2000
PREVENT WATER INGRESS
2x 8 GFRP BARS
TOP OF ALL BEAMS 8 GFRP BAR 150 EACH WAY.
UNDER MESH 30 MIN COVER
HDPE SHEET LAPPED 200mm MIN 100
INTO CONCRETE AND SECURED
WITH HDPE STRAPS & PEGS INTO FOAM 12x400 LG SS ROD
125
WELDED TO L BOLTS
STANDARD CLEAT
350
300
M12x75 SS DYNA BOLT 2x M16 SS L BOLTS
750
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
12x400 LG SS ROD
HDPE SKIN
WELDED TO L BOLTS
335 120 960 120 335
MARINA CLEAT 350
1874 SCALE 1 : 10
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3A
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3A-1 0
Page 26
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
10870
335 10200 335
970
1870
900
ISOMETRIC
335 9300 335
900 9970
PLAN
B
621
R50
B
FRONT ELEVATION
335 120 960 120 335
25 X 45
298
FOAM WRAPPING INSPECTION
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SECTION B-B SIGNATURE:
SCALE: 1 : 25
DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3A
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3A-2 0
Page 27
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 11000
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10).
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN 1700 2500 2500 2500 1800
25mm OF ALL EDGES. 35- 6 SS LIGS @ 300 CTRS
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND 30 COVER 4x MARINA CLEAT 350
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
1300
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
900
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
700
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm 21- 6 SS LIGS @ 300 CTRS
15. ALL BOLTS AND FITTINGS TO BE SS316 6- 6 SS LIGS @ 300 CTRS 2350 900 6700 30 COVER 1050
30 COVER
1x STANDARD MARINA CLEATS 11000
PLAN PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
335 335
A
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER FRONT ELEVATION 2x M12 SS L BOLTS
30 MIN COVER
2000
HDPE SHEET LAPPED 200mm MIN
2x 8 GFRP BARS
INTO CONCRETE AND SECURED 8 GFRP BAR 150 EACH WAY.
TOP OF ALL BEAMS
WITH HDPE STRAPS & PEGS INTO FOAM 30 MIN COVER
UNDER MESH
100
12x400 LG SS ROD
125
WELDED TO L BOLTS
STANDARD CLEAT
350
300
M12x75 SS DYNA BOLT 2x M16 SS L BOLTS
750
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
12x400 LG SS ROD
HDPE SKIN WELDED TO L BOLTS
335 120 960 120 335
MARINA CLEAT 350
1874 SCALE 1 : 10
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3B
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3B-1 0
Page 28
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
10870
335 10200 335
1170
1870
700
ISOMETRIC
335 5900 335
335 1550 335
2220 1030 6570 1050
PLAN
B
621
R50
B
FRONT ELEVATION
335 120 960 120 335
25 X 45
298
FOAM WRAPPING INSPECTION
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SECTION B-B SIGNATURE:
SCALE: 1 : 25
DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3B
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3B-2 0
Page 29
NOTES
11000
1. ALL CONCRETE WORK TO COMPLY WITH AS3600.
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10). 650 2500 2500 2500 2500 350
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN
25mm OF ALL EDGES. 35- 6 SS LIGS @ 300 CTRS 5x MARINA CLEAT 350
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND 30 COVER
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
1300
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
2000
8. ID PLATE TO BE SECURED TO POTOONS.
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
900
700
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316 1600 3750 900 4750
2x STANDARD
14- 6 SS LIGS @ 300 CTRS MARINA CLEATS
11- 6 SS LIGS @ 300 CTRS
30 COVER
30 COVER
PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
PLAN TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
335 335
A
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER FRONT ELEVATION 2x M12 SS L BOLTS
30 MIN COVER
2000
HDPE SHEET LAPPED 200mm MIN
2x 8 GFRP BARS
INTO CONCRETE AND SECURED 8 GFRP BAR 150 EACH WAY.
TOP OF ALL BEAMS
WITH HDPE STRAPS & PEGS INTO FOAM 30 MIN COVER
UNDER MESH
100
12x400 LG SS ROD
125
WELDED TO L BOLTS
STANDARD CLEAT
350
300
M12x75 SS DYNA BOLT 2x M16 SS L BOLTS
750
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
12x400 LG SS ROD
HDPE SKIN WELDED TO L BOLTS
335 120 960 120 335
MARINA CLEAT 350
1874 SCALE 1 : 10
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3C
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3C-1 0
Page 30
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
10870
335 10200 335
1170
1870
700
900
ISOMETRIC
339.5 2945.5 335 335 3950 335
3620 1030 4620
1600 9270
PLAN
B
621
R50
B
FRONT ELEVATION
335 120 960 120 335
25 X 45
298
FOAM WRAPPING INSPECTION
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SECTION B-B SIGNATURE:
SCALE: 1 : 25
DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3C
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD
5496
SURVEY
BY 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3C-2 0
Page 31
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 9850
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10).
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN 2050 2500 2500 2500 300
25mm OF ALL EDGES. 31- 6 SS LIGS @ 300 CTRS
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND 30 COVER 4x MARINA CLEAT 350
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
1100
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
2000
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
900
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316 28- 6 SS LIGS @ 300 CTRS 8950 900
30 COVER
1x STANDARD MARINA CLEATS 9850
PROVIDE 3 EXTRA 3-MB12-50 TRIMMER BARS, EACH SIDE OF REBATE,
TOP AND BOTTOM. EXTEND 12 BARS 800 PAST CORNER.
PROVIDE EXTRA 2-MB12-50 x 1000 LONG DIAGONAL BARS AT RE-ENTRANT CORNER.
PLAN
335 335
A
8 GFRP BAR 150 EACH WAY A
ON PONTOON PERIMETER
30 MIN COVER FRONT ELEVATION
2x M12 SS L BOLTS
2000
HDPE SHEET LAPPED 200mm MIN
2x 8 GFRP BARS
INTO CONCRETE AND SECURED 8 GFRP BAR 150 EACH WAY.
TOP OF ALL BEAMS
WITH HDPE STRAPS & PEGS INTO FOAM 30 MIN COVER
UNDER MESH
100
125
12x400 LG SS ROD
WELDED TO L BOLTS
350
STANDARD CLEAT
300
750
2x M16 SS L BOLTS
625
M12x75 SS DYNA BOLT
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
HDPE SKIN
335 1080 120 335 12x400 LG SS ROD
WELDED TO L BOLTS
1874 MARINA CLEAT 350
SCALE 1 : 10
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3D
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: ML JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3D-1 0
Page 32
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
9720
335 9050 335
970
1870
900
ISOMETRIC
335 8150 335
8820 900
PLAN
B
621
R50
B
FRONT ELEVATION
335 120 960 120 335
25 X 45
298
FOAM WRAPPING INSPECTION
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SECTION B-B SIGNATURE:
SCALE: 1 : 25
DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3D
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: ML JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 11/10/2021 18/10/2021 18/10/2021 34680-P3D-2 0
Page 33
NOTES
1. ALL CONCRETE WORK TO COMPLY WITH AS3600. 12- 6 SS LIGS @ 300 CTRS
2. ALL CONCRETE TO BE 50 MPa (GRADE S50/10). 30 COVER
3. ALL TRAFFICABLE SURFACES TO HAVE A COARSE BROOMED FINISH TO WITHIN 4000
25mm OF ALL EDGES.
4. ALL PONTOON REINFORCING TO BE FIBRE REINFORCED POLYMER (FRP) AND
STAINLESS STEEL, AUSTENITIC GRADE 316/316L FOR BARS 6 TO 16.
5. COVER OF REINFORCEMENT TO BE 30mm MIN. TO FRP BARS AND 30mm TO S.S
BARS.
6. ALL 8 BAR LAPS TO BE 320mm. ALL 12 BAR LAPS TO BE 480mm.
7. MATEEN BAR IS DENOTED AS "MB" ON THIS DRAWING OR APPROVED
2000
EQUIVALENT.
8. ID PLATE TO BE SECURED TO POTOONS.
9. SURFACE OF ALUMINIUM IN CONTACT WITH CONCRETE TO BE COASTED WITH
GALVALINK PRIMER OR EQUIVALENT.
10. ALL ALUMINIUM WORK TO COMPLY WITH AS 1664.
11. ALL WELDS TO BE 5mm CFW, ALL BUTT WELDS TO BE FULL PENETRATION.
12. ALUMINIUM EXTRUSION GRADE 6351-T5
13. ALUMINIUM PLATE GRADE 5083 H321
14. FABRICATION TOLERANCE 5mm
15. ALL BOLTS AND FITTINGS TO BE SS316
300 1700 1700 300
3x STANDARD CLEATS
PLAN
565 335
A
A
8 GFRP BAR 150 EACH WAY
ON PONTOON PERIMETER FRONT ELEVATION 2x M12 SS L BOLTS
30 MIN COVER
2000
2x 8 GFRP BARS
TOP OF ALL BEAMS 8 GFRP BAR 150 EACH WAY.
UNDER MESH 30 MIN COVER
HDPE SHEET LAPPED 200mm MIN 100
INTO CONCRETE AND SECURED
WITH HDPE STRAPS & PEGS INTO FOAM
125
12x400 LG SS ROD
WELDED TO L BOLTS
STANDARD CLEAT
350
300
750
625
6 SS LIGS @ 300 CTRS
30 COVER
3x 12 GFRP BARS
HDPE SKIN
335 120 960 120 335
1874
SECTION A-A
SCALE: 1 :15
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3E
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
CONSTRUCTION DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 2 SCALE: 1 :50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 18/10/2021 18/10/2021 18/10/2021 34680-P3E-1 0
Page 34
NOTES:
FLOTATION TO COMPRISE OF GRADE SL EXPANDED
POLYSTYRENE FOAM WITH APPROVED PROTECTIVE
COATING. THE APPROVED PROTECTIVE COATING FOR THE
PONTOON WILL FORM AN IMPERVIOUS BARRIER TO WATER
& MARINE ORGANISMS; AND IS SUITABLE FOR THE MARINE
ENVIRONMENT.
10870
335 10200 335
1870
1235 9300 335
ISOMETRIC
PLAN
B
621
R50
B
FRONT ELEVATION
335 120 960 120 335
25 X 45
298
FOAM WRAPPING INSPECTION
621
WRAPPED AS PER PLAN
WELDED AS PER SPECIFICATION
1870 NAME:
SECTION B-B SIGNATURE:
SCALE: 1 : 25
DATE:
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 22 GYMPIE TERRACE PONTOON P3A
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS &
QLD 4102
FOAM DETAILS
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 11/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 2 SCALE: 1 : 50 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 18/10/2021 18/10/2021 18/10/2021 34680-P3E-2 0
Page 35
PARTS LIST
ITEM ITEM QTY PART NUMBER DESCRIPTION MATERIAL MASS
8 9 10 1 1 34680-PB400-CC-001 CORNER BRACKET 18.729 kg
2 1 34680-PB400-CC-002 CORNER BRACKET 2 2.231 kg
3 1 6090-PR-A400 8 ROLLER BRACKET TO SUIT 400 SLEEVE 11.356 kg
3
4 1 34680-PB400-CC-P06-001 6mm CHEQUER PLATE ALUMINIUM 5083 H321 4.424 kg
5 1 34680-PB400-CC-P06-002 6mm CHEQUER PLATE ALUMINIUM 5083 H321 4.928 kg
6 8 M20-20 M20 TRACK BOLT SS 316 0.426 kg
7 11 M1230CSKSS M12 x 30 CSK HD SS A4-70 0.036 kg
8 16 M12.HB.40.A470 M12 x 40 HEX HD BOLT GR A4-70 A4-70 0.061 kg
9 40 M12WSS M12 WASHER SS A4-70 0.008 kg
10 24 M12-A4-70 M12 NUT GRADE A4-70 A4-70 0.018 kg
7
5
9 10
4
900
150
6
1
ISOMETRIC
450
2
520
590
900
450
ISOMETRIC
450 450
PLAN
ISSUE FOR CONSTRUCTION
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 222 GYMPIE TERRACE PILE BRACKET B1
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS AND
QLD 4102
GENERAL ARRANGEMENT
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 12/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 4 SCALE: 1 : 10 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-B1-1 0
Page 36
PARTS LIST
ITEM ITEM QTY UNIT QTY PART NUMBER DESCRIPTION MATERIAL MASS
1 1 900.000 mm 34680-PB400-CC-305-002 JSP-305 ALUMINIUM 6351 T5 7.766 kg
2 1 900.000 mm 34680-PB400-CC-305-001 JSP-305 ALUMINIUM 6351 T5 7.766 kg
3 2 1 34680-PB400-CC-P16-001 PL 16mm ALUMINIUM 5083 H321 1.074 kg
4 3 1 34680-PB400-CC-P10-001 PL 10mm ALUMINIUM 5083 H321 0.133 kg
5 3 1 34680-PB400-CC-P10-002 PL 10mm ALUMINIUM 5083 H321 0.129 kg
6 1 120.000 mm 34680-PB400-CC-A50-001 EA 50x50x6 Aluminum 6351 0.176 kg
7 1 60.000 mm 34680-PB400-CC-A50-002 EA 50x50x6 Aluminum 6351 0.088 kg
900
420 60 420
100
14 THRU 22 THRU
JSP-305
5
25
100
85
200
200
EA 50x50x6 30 60 30 2x 14 THRU
75
450
120 1 2
40
PL 10mm
130
20 PL 16mm
EA 50x50x6 16
900
4
60
6
7
14 THRU
5 5
450
JSP-305
3 3
ISOMETRIC
PLAN SIDE VIEW
FRONT VIEW
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 222 GYMPIE TERRACE PILE BRACKET B1
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS AND
QLD 4102
CORNER BRACKET
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 12/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 2 OF 4 SCALE: 1 : 10 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-B1-2 0
Page 37
PARTS LIST
ITEM ITEM QTY UNIT QTY PART NUMBER DESCRIPTION MATERIAL MASS
1 1 510.000 mm 34680-PB400-CC-009-002 UA 100x50x6 ALUMINIUM 6351 T5 1.149 kg
2 1 480.000 mm 34680-PB400-CC-009-001 UA 100x50x6 ALUMINIUM 6351 T5 1.082 kg
150 285 75 2x 22 THRU
35
65
TOP VIEW
2 1
510
80 340 60 30
35 65
20 30
75
110
UA 100x50x6 3x 14 THRU
ISOMETRIC
UA 100x50x6
330
480
340
2x 14 THRU
75
30
SIDE VIEW 2x 22 THRU 30 20 ISOMETRIC
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 222 GYMPIE TERRACE PILE BRACKET B1
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS AND
QLD 4102
CORNER BRACKET 2
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 12/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 3 OF 4 SCALE: 1:5 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-B1-3 0
Page 38
68 315 30 30 374 46
68
68
68
8x 14 THRU 8x 14 THRU
45
12. TY
8
TYP TYP P
8
P 12.
TY
45
345
345
75
75
260
260
R220 30
R220
765
R270.6
R270.6
340
404
80
46
30
30
68 315 30 30 340 80
6mm CHEQUER PLATE
SCALE: 1 : 5 6mm CHEQUER PLATE
ALUMINIUM 5083 H321 SCALE: 1 : 5
OF REQ'D ALUMINIUM 5083 H321
OF REQ'D
ISSUE FOR CONSTRUCTION
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 222 GYMPIE TERRACE PILE BRACKET B1
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS AND
QLD 4102
6mm CHEQUER PLATE
B FOR APPROVAL KJ 18/10/2021 ML PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 12/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 4 OF 4 SCALE: 1:5 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-B1-4 0
Page 39
PARTS LIST
8 9 10 ITEM ITEM QTY UNIT QTY PART NUMBER DESCRIPTION MATERIAL MASS
1 2 500.000 mm 34680-PB-IN-400-002 UA 100x50x6 ALUMINIUM 6351 T5 1.156 kg
6 2 1 680.000 mm 34680-PB-IN-400-003 UA BRACKET ALUMINIUM 6351 T5 1.579 kg
3 1 1 4680-PB-IN-400-002 EXPOSED BRACKET 10.974 kg
4 1 1 34680-PB400-IN-P06-001 6mm CHEQUER PLATE ALUMINIUM 5083 H321 4.656 kg
5 1 1 34680-PB400-IN-P06-002 6mm CHEQUER PLATE ALUMINIUM 5083 H321 5.187 kg
6 1 1 6090-PR-A400 8 ROLLER BRACKET TO SUIT 400 SLEEVE 11.356 kg
7 10 1 M20-20 M20 TRACK BOLT SS 316 0.426 kg
8 16 1 M12.HB.40.A470 M12 x 40 HEX HD BOLT GR A4-70 A4-70 0.061 kg
9 44 1 M12WSS M12 WASHER SS A4-70 0.008 kg
10 28 1 M12-A4-70 M12 NUT GRADE A4-70 A4-70 0.018 kg
11 12 1 M1230CSKSS M12 x 30 CSK HD SS A4-70 0.036 kg
11 9 10
5
4
900
2
153
7 7 ISOMETRIC
450
1
1
900
590
520
7
450
3
7
EXPLODED ISOMETRIC 150
450 450
ISSUE FOR CONSTRUCTION
PLAN
EST. WEIGHT N/A
TITLE:
CRICHTON EDGE SURVEY DATA CLIENT:
O BOAT HIRE, 222 GYMPIE TERRACE INBOARD PILE BRACKET B2
CONSULTING ENGINEERS
P.O. BOX 6148
AS 1100 NOOSAVILLE
0 ISSUE FOR CONSTRUCTION KJ 2/11/2021 MK WOOLLONGABBA DATUM PROJECT:
PROPOSED FINGER PONTOONS AND
QLD 4102
GENERAL ARRANGEMENT
B FOR APPROVAL KJ 18/10/2021 MK PH: +61 7 3367 3570
HORIZ. CATWALKS
GRID
A PRELIMINARY KJ 12/10/2021 ABN: 66 099 997 985 Email: [email protected] HEIGHT
CONTRACT No:
SHEET: 1 OF 3 SCALE: 1 : 10 SHEET SIZE: A3
PHONE: 1300 133 155 ORIGIN DRN:
REVISED CHKD R.P.E.Q. DATE 18 RON PARKINSON CRS, CORBOULD PARK
KJ CKD:
JB APPD: MK JOB No: DRG No: REV:
REV DESCRIPTION DATE APPD SURVEY
BY 5496 2/11/2021 QLD AUSTRALIA 4551 BOOKS 12/10/2021 18/10/2021 18/10/2021 34680-B2-1 0
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