Council archive · source document
Bakaric - Full construction plans · MCU23/0134
Plans and drawings: the text below has words only, no drawings.
DocuSign Envelope ID: 8A4B2C75-43C0-433A-8AD7-772FA17E5485
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FOR CONSTRUCTION
NN BAKARIC SITE PLAN & WATER ALLOCATION A3
LOT 4 (9) WYUNA DR
NOOSAVILLE
PROPOSED PONTOON & CATWALK
RPEQ 11007 25/9/2023 18 RON PARKINSON CR BELLS CREEK QLD 4551
1300 260 878 www.tjsmarine.com.au * [email protected]
TJS-04841-01 B
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Page 2
DocuSign Envelope ID: 8A4B2C75-43C0-433A-8AD7-772FA17E5485
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FOR CONSTRUCTION
NN BAKARIC LAYOUT PLAN A3
LOT 4 (9) WYUNA DR
NOOSAVILLE
PROPOSED PONTOON & CATWALK
RPEQ 11007 25/9/2023 18 RON PARKINSON CR BELLS CREEK QLD 4551
1300 260 878 www.tjsmarine.com.au * [email protected]
TJS-04841-02 B
Page 3
DocuSign Envelope ID: 8A4B2C75-43C0-433A-8AD7-772FA17E5485
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FOR CONSTRUCTION
NN BAKARIC ELEVATION A3
LOT 4 (9) WYUNA DR
NOOSAVILLE
PROPOSED PONTOON & CATWALK
RPEQ 11007 25/9/2023 18 RON PARKINSON CR BELLS CREEK QLD 4551
1300 260 878 www.tjsmarine.com.au * [email protected]
TJS-04841-03 A
Page 4
DocuSign Envelope ID: 8A4B2C75-43C0-433A-8AD7-772FA17E5485
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FOR CONSTRUCTION
NN BAKARIC DECKING DETAILS A3
LOT 4 (9) WYUNA DR
NOOSAVILLE
PROPOSED PONTOON & CATWALK
RPEQ 11007 25/9/2023 1300
18 RON PARKINSON CR BELLS CREEK QLD 4551
260 878 www.tjsmarine.com.au * [email protected]
TJS-04841-04 A
Page 5
TYPICAL PIVOT PIN
250 S.S PIN
mm HOLE IN EACH END OF HINGE PIN
40MPo REINFORCED CONCRETE FOUTING EXTENDS FROM TOP
OF ALUMINIUM ANCHOR FRAME AND CONTINUES TO THE TOE
OF REVETMENT WALL AND THE BACK FACE TO FINISH LEVEL 300mm MIN
WITH INSIDE OF ANCHOR FRAME.
TO HAVE 2@ VERTICLE LAYERS G445A MESH SOmm MIN COVER
WHERE NO REVETMENT TOE, FOOTING DEPTH TO BE 1500 cu
400 TYP GR 1700 MINIMUM FOR 4kPo CATWALK LIVE LOAD
ae TYP
100 x 80 x 10 FB
G445A GALV MESH TOP & BOTTOM OF ALUM TUBES.
LAYER G445A MESH BENT TO SIT UNDER ALUMINIUM TUBE
k
150
N12 COG BARS @ 300 CENTRES TIED TO TOP }
LAYER OF G445A MESH & BACK
VERTICAL LAYER OF G445A MESH 600
JSP-009 ANGLE EACH CORNER
CATWALK
PIANO HINGE TO FINISH LEVEL
WITH FRONT OF REVETMENT WALL
(WHEN JSP-008 CATWALK FRAME IS USED
ENSURE FACE OF FRAME IS LEVEL WITH
WITH 2 M12 S.S DYNA OR CHEMSET ~~
BOLTS OR JSP 003 LEG TO PATH
2 / 75 X M12 S.S DYNA pours“ |
STARTER
JETTY
FASTENED TO WALL.
X
JSP-20
5 ort
JSP—006 Tsp 508
FACE OF REVET WALL FOR
MASS CONCRETE FOOTING
10mm COMPRESSIBLE MATERIAL
FOR 2kPa CATWALK LIVE LOAD
200 TYP
REVETMENT WALL
1
fer
felt
STE ote ty
|
ANCHOR FOOTING
f=-50
k 1480
2 / 50 X 6 BRACES WELDED TO.
EACH HINGE TUBE
JSP 008 CHANNEL
200 GAP LE
TUBE LEN }=—*
CT Cc CT TY
192 > 50,
NOT APPLICABLE
JSP—206 TUBES 50mm 13e
LONG ON ENDS
oF
6mm END
GUSSET-
CATWALK TQ CONCRETE SLAB OR WALL HINGE
JSP 008 CHANNEL
50
EA
M1
NOTE:
Eas
U fot LI
CATWALK
SCALE 1:25
6mm END GUSSET-
CONCRETE STRUCTURE
X 6 F.B UNDER Lom
CH HINGE TUBE _|
4
6 SS DYNA BOLTS
0 X
SCALE 1:5
ALL ALUMINIUM FABRICATION SHALL COMPLY WITH AS1664.
ALL ALUMINIUM SECTIONS SHALL BE GRADE 6351-15.
ALL ALUMINIUM TO BE IN CONTACT WITH CONCRETE TO BE COATED WITH ZINC CHROMATE.
ALL BOLTS AND FITTINGS SHALL BE 304 / 316 GRADE STAINLESS STEEL. S
UNDER
700
pO OR oon ke
—1 200
7 N
Z \
JSP-206 TUBES 192mm LONG
TYPICAL STITCH WELDED TO JSP
008 & JSP 205
3 / 250 TUBES__—-[]
WELDED BETWEEN FRAME
150 x 50 x 6 ANGLE
FRAME
| CATWALK |
CATWALK TQ ANCHOR FOOTING HINGE
SCALE 1:25
CATWALK
_meeeeres
6 FLAT BAR
ALE 1:5
CLEARANCE TO REVETMENT WALL)
PROFILE OF REVETMENT WALL DOES NOT REFLECT ALL AREAS
6mm _ PLATE GUSSET
JSP-206 TUBES 50mm
{LONG ON ENDS
JSP-206 TUBES 192mm LONG
TYPICAL STITCH WELDED
BETWEEN FOOTING AND REVETMENT WALL.
CONCRETE PATH
vl
75 X M12 S.S DYNA BOLT-
a Cc CT H
cto
CLEVATION J
JSP-003 OR
se LEGS
100 X 100 X 10
OOT WITH M12 SS
YYNA BOLT
re
+1 480 ———__—+
TO SUIT
7 —
2000 LONG
EACH CORNER
LENGTH TO SUI]
STARTER | | J
4
EITY
i OR HWD DECKING
NOT APPLICABLE
|
a
eee
CATWALK ;
CATWALK TO STARTER JETTY HINGE
SCALE 1:25
STARTER JETTY
LIVE DECK LOAD — 2kPa
SCALE 1:5
CATWALK
REVETMENT WALL
J 100 X 6 BRACKET OVER
ND TUBE EACH SIDE
JSP-205 RHS FRAME UP TO
ISP-006 RHS FRAME 2000 TO
3000 LONG
3000 MAXIMUM LENGTH
JSP—002 ANGLE INTERNAL FRAMING
HH SPACED AT 600mm MAX. CRS
SUPPORTING 4mm AL. PLATE
\_JSP-206 TUBES 192mm
LONG TYPICAL STITCH WELDED
THE MARINA SPECIALIST
CUNT B & C BRYAN
TITLE:
STANDARD PIANO HINGE OPTIONS
D ~~ Crichton EDGE Consulting Engineers|
al Weollongabba OLD 4402 TRADING AS ACN 010633119 18 RON PARKINSON cRES |S LOT 3114 (137) QUAY CCT STARTER JETTY & CATWALK LAND ANCHOR DETAIL!
Mob +61 447 950 427 THE CORBOUND PARK — NEWPORT SHE WS SHE T=
ABN 66 099 997 985 [email protected] QLD 4551 AUSTRALIA |=— PROJECT: i : . re
PHONE(07) 5492 5925|U) see STANDARD DRAWING 12/2/97 | wM_|AS SHOWN
J ISSUED FOR EDGE ENGINEERS MA 9/9/20 TC CHECKED: _ |RPEQ: 5496 7/09/2020 — SPECIALIST FAX (07) 5492 6699 f DRAWN: CHECKED: APPRD: DRG No: REV:
REV DESCRIPTION BY | DATE |APPD MA TC JSP—SJ—005 J
Page 6
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NM & MG SMOOTHY
Lot 29 (59) WYUNA DR
NOOSAVILE
5496 14/01/2021
Page 7
ENCLOSED 6 ROLLER
CAGE BRACKET
ENCLOSED 6 ROLLER
CAGE BRACKET
NH
i
ely
i
— qi
6mm ALUMINIUM TREAD PLATE
i
I
|
1
1
|
105 i
M20 SS BOLTS SECURING |
PILE BRACKET TO |
PONTOON FRAME TRACK co |
H |
SECTION-A conroon eae
SCALE 1:10 SIDE VIEW |
Or VinW |
100 x 12 FLAT BAR NO
100 x 12 FLAT BAR BOLTED SECTION-B PILE WALL
TO PONTOON FRAME WITH 2 .
M20 SS THREADED BAR SCALE 1:5
x M20 SS BOLTS TAPPED & FULLY WELDED INTO
;
CLEAT FROM 750 40 x 10 REINFORCING PLATE
100 x 12 FLAT BAR 100 JSP-208 OVERLAPPED BOLTED CONNECTION WITH
7 i PONTOON FRAME M20 SS BOLT THROUGH BOTH BARS é&
i i ly Ae INTO PONTOON FRAME
a oN \Ee e Fe
lay > Te! Soe
\ “TS O ye (AY
Ol’ wD. IO
7 [283 —4 is! —
VF | 9315 “A
Ogi— —1.0, i! 8 3
Ly © i © | 8
6mm PLATE GUSSSET \ |
TO BOTTOM CORNER | \ 5 | NOTES:
BOTH SIDES '@| © © \ @! * ALL ALUMINIUM WORK TO COMPLY WITH AS1664
700
- Lo
8 i ee 1 * ALUMINIUM TO BE GRADE 6351-15
\ © fey / 50 x 6 PL LUCS WELDED 10 TOP * ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS1665
* ALL WELDS SHALL BE 8 CFW UNO
( / EDGE OF FRAME TO FIX 6mm AL. ‘
20mm CLEARANCE ‘ / TREAD PLATE INFILL. WITH Wid SS * ALL BUTT WELDS TO BE FULL PENETRATION
TO PILE “ a BOLTS 70 EACH LUG ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL
< ONO ey ©” * BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC OR
he _ LANOCOTE APPLIED TO ALL CONTACTING SURFACES
' SS “iE LY ' JSP—209 FLAT BAR * DIMENSION TOLERANCES U.N.O. SHALL BE:
SURROUND FRAME FABRICATION — + 2.0 MACHINING — UP TO 10mm +0.1
1 s - > 10 TO 100mm +£0.2
PROJECTED FRAME contr DY SNAP IN FENDER > 100mm + 0.5
ALL ANGLES +.05°
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER
6 ROLLER BRACKET
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
FIXED WITH 12 x M12 SS BOLTS 665 R300 ROLLED FRAME CORNERS + ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION
PLAN VIEW ULTIMATE LOAD CAPACITY = 26kN
B ~ Crichton EDGE Cenuing Engines THE MARINA SPECIALIST a NM & MG SMOOTHY ™ BILE BRACKET CONSTRUCTION TO SUIT
al Woollongabba, QLD 4102 TRADING AS ACN O1O6S3119 16 RON PARAGON CRES 1 Lot 29 (59) WYUNA DR 9315 PILES & 6 ROLLER BRACKET
ABN 66 099 997 985 engineerin sOrichtonedve.com THE etty. QLD 4551 AUSTRALIA |— NOOSAVILE DATE: UNITS | SCALE: SHEET:
—————_—E puone(ar s4e2 5925 ("Ea Daan DRAWING 23/09/2019 wm 1:10 1:5 1 OF 1
CHECKED: _ | RPEQ: DATE: == SPECIALIST * (07) 5492 6699 <x DRAWN: CHECKED: APPRD: |DRG No:
REV DESCRIPTION BY DATE |APPD 5496 17/09/2020 | —" TOB Pc | JSP—SD-102—1
Page 8
NOT APPLICABLE
NOT APPLICABLE NOT APPLICABLE
NOT APPLICABLE
TK MOALA
LOT 3103 (157) QUAY CCT
NEWPORT
5496 17/09/2020
Page 9
NOT APPLICABLE NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE NOT APPLICABLE
TK MOALA
LOT 3103 (157) QUAY CCT
NEWPORT
5496 17/09/2020
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