7550A_Neptune Ct Jetty_Construction Issue · OPW19/0108

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File: _C:\- Projects\00 - Black & More\Noosa Jetty Builders\7550 4 Neptune Circuit\ 7550A - Notes Sheet. dwg

CONSTRUCTABILITY CONSTRAINTS:

 

 

Printed: 05 April 2019, 11:29 AM

 

 

 

 

 

GENERAL DIMENSIONS/LEVELS
G1 STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE L1. CONSTRUCTION SHALL BE SET OUT USING SURVEY BENCHMARKS PROVIDED BY COUNCIL. — CC1. CONSTRUCTABILITY CONSTRAINTS:
SPECIFICATION, ARCHITECTURAL, AND OTHER CONSULTANTS’ DOCUMENTS.
L2, ALL LEVELS AND SETOUT POINTS ARE SHALL BE CONFIRMED ON SITE BY REGISTERED A) PROTECT ALL EXISTING INFRASTRUCTURE (EG CULVERT CROSSING, PAVEMENTS,
G2 REFER TO THE ARCHITECTURAL DRAWINGS FOR SETOUT. NO DIMENSIONS SHALL BE SURVEYOR PRIOR TO CONSTRUCTION. ADVISE ANY DISCREPANCY BEFORE PROCEEDING. FENCING & ELECTRICAL POLES/WIRES) FROM ANY DAMAGE.
OBTAINED BY SCALING FROM DRAWINGS.
L3. DIMENSION STANDARDS: B) ALLOW OF LIKELIHOOD OF FLOW WITHIN THE WATERWAY: EXISTING WATERWAY ARE
G3 UNLESS OTHERWISE NOTED (UNO), ALL LEVELS ARE IN METRES AND ALL DIMENSIONS ARE IN - REDUCED LEVELS, CHAINAGES AND COORDINATES ARE ALL IN METRES. FLOODED MULTIPLE TIMES PER YEAR. PROTECT CONSTRUCTION EQUIPMENT AND
MILLIMETRES. - CIVIL DRAWINGS (SKC SERIES): ALL OTHER DIMENSIONS ARE IN METRES (m). WORKS.
- STRUCTURAL DRAWINGS (SKS SERIES): ALL OTHER DIMENSIONS ARE IN MILLIMETRES (mm).
G4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STABILITY OF THE CC2. NO WORK TO COMMENCE ON SITE UNTIL:
STRUCTURE UNTIL ITS COMPLETION AND SHALL ENSURE THAT NO PART OF THE STRUCTURE =L4._- ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM. - OFFICIAL PRE-START MEETING HELD AND PRE-START MEETING MINUTES ISSUED
IS OVER-STRESSED BY EXCESSIVE LOADING. - CONTRACTOR'S MANAGEMENT PLANS SUBMITTED (SITE, TRAFFIC, ENVIRONMENT,
L5. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. SAFETY) FOR SUPERINTENDENT'S REVIEW.
G5 ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT VERSION
OF THE APPLICABLE STANDARD EXCEPT WHERE VARIED BY THE SPECIFICATION AND/OR L6. DESIGN USES DIGITAL TERRAIN MODEL GENERATED FROM THE SITE SURVEY. SOME DRIVEN PILES:
DRAWINGS. APPLICABLE CODES OF PRACTICE INCLUDE BUT ARE NOT LIMITED TO THE ELEMENTS ARE INTERPOLATED AND MAY VARY FROM THE ACTUAL SITE CONDITIONS TT
EQLTOMWING: P1. PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH AS2159.
AS 1163 STRUCTURAL STEEL HOLLOW SECTIONS DESIGN CRITERIA
AS/1170 SAALOADING:CODE om P2. CONSTRUCTION CONSTRAINTS: AVOID LOADING EXISTING REVETMENT WALLS.
metaea WELDING OM STEEL SoCOG Tee ee EU OSES DC1 THE STRUCTURAL ELEMENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS
AS 1554 WELDING OF STEEL STRUCTURES :
AS 1864 ALUMINIUM STRUCTURES IN ACCORDANCE WITH AS 1170.1: LIVE LOAD REDUCTIONS ARE NOT APPLICABLE. PS: HORIZON EAL) GOA Le ee CAPACITIES (VERTICAL &
AS 1684 RESIDENTIAL TIMBER-FRAMED CONSTRUCTION cae hos P PO NVENTRATED
AS 1720 TIMBER STRUCTURES .25kPa 1. .
nee a ING cobe INTERNALFLOORS _1.5kPa P4. REQUIRED PILE POSITION TOLERANCES:
AS 4100 STEEL STRUCTURES Beek 20675 PLAN POSITION: +/- 50mm AT UNDERSIDE OF EACH GROUND BEAM
AS 5100 BRIDGE DESIGN THOROUGHFARES — 4.0 kPa PILE VERTICALITY: ,
BCA BUILDING CODE OF AUSTRALIA (NATIONAL CONSTRUCTION CODE)
f ) DC2 WIND LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH AS 1170.2 BASED ON: = WITHIN 226 FOR ALLIPIEES
G6 ANY DISCREPANCY SHALL BE REFERRED TO THE SUPERINTENDENT FOR A DECISION BEFORE IMPORTANCE LEVEL 2 P5. PILE TOE LEVELS ON THE DRAWINGS ARE ESTIMATED LEVELS. ACTUAL TOE LEVELS
PROCEEDING WITH THE WORK. REGION NA SHALL BE DETERMINED DURING CONSTRUCTION BY AN RPEQ-CERTIFIED
ULTIMATE WIND SPEED 61 mis GEOTECHNICAL ENGINEER
G7 ALL PROPRIETARY PRODUCTS NOT DEEMED TO COMPLY WITH THE BCA SHALL HAVE SERVICEABILITY WIND SPEED — 39.0 m/s .
THIRD-PARTY CERTIFICATION WITH RELEVANT TESTING AND SIGN-OFF BY AN RPEQ ENGINEER. TERRAIN CATEGORY 2 P6. DO NOT FOUND PILES HIGHER THAN TOE LEVELS ON DRAWINGS, UNLESS APPROVED BY
PROPRIETARY PRODUCTS INCLUDES PREFABRICATED TRUSSES, LIGHT-GAUGE STEEL BOTH THE SUPERINTENDENT AND THE GEOTECHNICAL ENGINEER, THE
FRAMING, FLOORING PRODUCTS, RECYCLED TIMBER AND PLASTICS, BALUSTRADES, SCREENS, DC3 EARTHQUAKE LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 1170.4 BASED SUPERINTENDENT SHALL SEEK ADVICE FROM THE DESIGN ENGINEER AS REQUIRED.
SHADE FABRICS, JOINERY, PARTITIONS AND OPERABLE WALLS. ON:
ACCELERATION COEFFICIENT 0.06.
G8 REFER TO ARCHITECTS DRAWINGS FOR DETAILS OF ALL GROOVES, FILLETS, HOBS, DRIP SITE FACTOR 1
GROOVES AND THE LIKE. IMPORTANCE LEVEL 1
STRUCTURE TYPE
G9 GIVE AT LEAST 24 HOURS NOTICE OF AN INSPECTION BEING REQUIRED FOR : DESIGN CATEGORY EDC1
- PILING
- JETTY FRAMING (TIMBER) DC4_ FIRE RESISTANCE LEVELS OF STRUCTURAL ELEMENTS HAVE BEEN TAKEN AS FOLLOWS:
- BRACING AND TIE DOWN ELEMENT FRL (mins)
COLUMNS abe
G10 ALL FABRICATION SHOP DRAWINGS SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW AND BEAMS l-
COMMENT IN A3 HARDCOPY OR PDF FORMAT. WALLS H-
G11 ABBREVIATIONS (GENERAL): DC5 DETERMINATION OF DESIGN LOADING FOR NON-STRUCTURAL ELEMENTS SUCH AS
NTS NOT TO SCALE CEILING AND CLADDING SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
UNO UNLESS NOTED OTHERWISE
NSOE NOT SHOWN ON ELEVATION DC6 FLOOD LOADING HAS BEEN DETERMINED IN ACCORDANCE WITH AS 5100 WITH NOMINAL
NSOP NOT SHOWN ON PLAN FLOOD VELOCITY TO BE CONFIRMED BY HYDRAULIC REQUIREMENTS AS FOLLOWS:
TYP TYPICAL -V100 = m/s.
(0) OVER
(U) UNDER TEMPORARY WORKS:
CRS CENTRES ee
MY AOA HISDR RILEY WELD T1. MAINTAIN THE WORKS IN A SAFE CONDITION. ENSURE STRUCTURES ARE NOT
OVER-STRESSED AT ANY TIME. TEMPORARY ROAD SURFACES SHALL BE TRAFFICABLE
AT ALL TIMES. POTHOLES ETC SHALL BE MONITORED AND REPAIRED.
T2. CONTRACTOR'S RPEQ TO CERTIFY DESIGN AND CONSTRUCTION FOR TEMPORARY
WORKS: STRUTS, PROPPING, FORMWORK STRIPPING AND PROPPING PROCEDURES, TIE
BACKS, EXCAVATION SHORING, PROTECTION WORKS, DE-WATERING SYSTEMS,
FORMWORK, EARLY LOADING OF STRUCTURES AND THE LIKE.
NOOSA JETTY BUILDERS © Black & More ck’ More ‘Ycient Project Drawing Title
JoB No: 1154 ine document eral femain. AEN Theos 960 232 ‘Add NOOSA JETTY BUILDERS PROPOSED NEW JETTY GENERAL NOTES SHEET 4 OF 2
o Address: the property of Black & More, - iress -
2 fnePruNe oRCUMTNoosamu.e | Ths seinen: may on be we | a ck 28 baer St Cains Nor QLD 4870, 4 NEPTUNE CIRCUIT, NOOSAVILLE
g LOT 337 ON RP863246 Corimissioned erst in exeadiencs: C Drawn [Drawing ‘Approved Date 05/04/19
Z Client: with the Terms of Engagement for Telephone (07) 4031 9944 ST ‘Check Fiat
IC1 [CONSTRUCTION ISSUE Fa | Flt \05104/19 | GAVIN AND CHARMAINE SWART Be coranite, Unautneed use ore Resi Back ppare ack com aaa Den / pea regs, | ™amina Size]Scale (49 size) Dig No 7 5 5 0 A $002 Revision
No. Description Reviewed|Approved Date whatsoever is prohibited. 1 FM |check ODS Drawing)? nat to bel yded for construction unless approved A3 NOT TO SCALE = C1 J

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

External References

B&M-JETTY-TITLE-A3_e.dwg

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File:_C:\- Projects\00 - Black & More\Noosa Jetty Builders\7550 4 Neptune Circuit\ 75504 - Notes Sheet.dwg

TIMBER FRAMING & BRACING:

1

T2

T3

14

15

T6

T7

T8

T9

T10

T11

T12

T13

114

T15

T16

ALUMINIUM:

 

 

 

 

 

 

 

 

 

 

 

 

 

ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 1720, AS 1684 MINIMUM SPACING, EDGE & END DISTANCES FOR NAILS AND SCREWS A1. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH BEST PRACTISE ALUMINIUM
AND THE REFERENCED STANDARDS THEREIN. FABRICATION AND THE CURRENT AUSTRALIAN STANDARD AS 1664.

MINIMUM DISTANCE A2. ALUMINIUM SECTIONS SHALL COMPLY WITH AS 1734, AS 1886 OR AS 1867.
ALL FRAMING, BRACING AND TIE-DOWN INFORMATION FORMS THE BASIS OF THE A3. ALL WELDING SHALL COMPLY WITH AS 1665.
STRUCTURES STABILITY DOWN TO FOUNDATIONS. ALTERNATIVE METHODS SHALL SPACING TYPE HOLES FOR HOLES FOR A4. ALL WELDING SHALL BE CARRIED OUT USING ARGONGAS SHIELDING. WELD
ONLY BE ACCEPTED ON APPROVAL OF THE ENGINEER. NAILS NOT NAILS PREBORED | SCREWS. CONSUMABLES SHALL BE COMPATIBLE WITH BOTH PARENT ALLOYS IN ACCORDANCE

PREBORED TO 80% DIA. WITH AS AS 1665. FOR 6063-T6 USE 4043 FILLER WIRE. PLATE-TO-EXTRUSION ALLOYS
PREFABRICATED TIMBER ROOF TRUSSES, PROPRIETARY FLOOR JOIST SYSTEMS END DISTANCE 20D 10D 10D SHALL BE WELDED USING APPROPRIATE FILLERS IN ACCORDANCE WITH WTIA
AND ALTERNATIVE TIMBER ELEMENTS TO THOSE SHOWN ON THE ENGINEERING EDGE DISTANCE 5D 5D 5D TECHNICAL NOTES WHERE NOT COVERED BY AS 1665.
DRAWINGS ARE TO BE DESIGNED AND CERTIFIED BY THE SUPPLIER'S STRUCTURAL ALONG-GRAIN SPACING 20D 10D 10D AS. ALL WELDS SHALL BE A MINIMUM 5mm CONTINUOUS FILLET WELD ALL ROUND,
ENGINEER. DESIGN AND INSPECTION CERTIFICATES FOR THESE ELEMENTS ARE TO BE CROSS-GRAIN SPACING 40D 3D 3D UNLESS NOTED OTHERWISE.

A6. ALUMINIUM EXTRUSIONS SHALL BE STRUCTURAL GRADE ALLOY:- EXTRUSIONS 6063-T6

ISSUED TO THE CONTRACTOR FOR LODGEMENT WITH THE LOCAL AUTHORITY.
UNLESS NOTED OTHERWISE.

A7. ALUMINIUM PLATE IS TO BE WROUGHT GRADE ALLOY 5083 H116.

ALL TIMBER MEMBERS USED ARE TO HAVE A MINIMUM LEVEL OF DURABILITY AS
A8. ALL STEEL AND STAINLESS STEEL BOLTS AND ALL OTHER FIXINGS MUST BE ISOLATED

SPECIFIED IN AS1684.2 - APPENDIX B.
FROM ALUMINIUM USING NYLON OR SIMILAR APPROVED PACKERS/GASKETS, AND
ALL HWD TIMBER SHALL BE SEASONED UNO. WASHERS WITH SHANK COLLARS.
AQ. SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER

FOR REVIEW. APPROVAL IS TO BE OBTAINED FROM THE COUNCIL, THE ARCHITECT AND

ALL TIMBER SHALL BE FREE OF GUM VEINS, KNOTS, SHAKES, CHECKS, WANES AND ANY
THE ENGINEER, PROIR TO COMMENCING FABRICATION.

OTHER IMPERFECTIONS WITHIN CONNECTION ZONES.
ALL TIMBER FRAMING TO BE MINIMUM H6 TREATED UNO.
EXPOSED FRAMING (TIMBER FRAMING THAT MAY BE SUBJECT TO PERIODIC WETTING):
- SHALL BE EITHER H6 PRESSURE TREATED OR DURABILITY CLASS 1
SPECIES (MINIMUM) SAWN TIMBER (UNO)

WASHERS SHALL BE PROVIDED UNDER ALL NUTS AND BOLT HEADS (EXCEPT CUP-HEAD
BOLTS) BEARING AGAINST TIMBER AS FOLLOWS:

BOLT SIZE WASHER
<=M12 50X50X3.0mm
M16 57X57X4.0mm
M20 65X65X5.0.mm
>M20 75X75X6.0mm

X..... INDICATES M12DIA ANCHOR ROD/BOLT
[X]..... INDICATES M16DIA ANCHOR ROD/BOLT

SB.... INDICATES STRAP BRACE ROOF BRACING FIXED TO TOP OF EACH JOIST WITH 2
SCREWS. BEND STRAP BRACING OVER AT ENDS, FIX WITH 2 SCREWS TO TOP OF JOIST
AND 4 SCREWS TO SIDE FACE OF SUPPORTING MEMBER. ALL ROOFS TO BE BRACED.

ALL FASTENERS ARE TO BE GRADE A4-70 STAINLESS STEEL IN ACCORDANCE WITH
ISO-3506-1. EXTERNAL ANCHORS WHERE SUBJECT TO SALT AIR SHALL BE STAINLESS
STEEL A4-70:
-SCREWS TO BE NO.14 TYPE 17 WITH 50MM EMBEDMENT (UNO)
-ALL JOIST HANGERS, FRAMING ANCHORS, TRIPLE GRIPS AND THE LIKE, SHALL BE
STAINLESS STEEL. TO BE MANUFACTURED BY PRYDA OR APPROVED
EQUIVALENT, WITH 5 NO. 2.8mm DIA X 30MM
NAILS EACH LEG MINIMUM. INSTALL AS PER MANUFACTURERS SPECIFICATION.

PROVIDE BLOCKING OVER SUPPORTS AT 1800 MAX CRS INACCORDANCE WITH AS 1684
FOR TIMBER BEARERS AND JOISTS WITH D/B >= 4.

FOR JOISTS WITH SPAN >3000 AND BOTTOM OF JOIST UNRESTRAINED BY CEILING
DIAPHRAGM:
-PROVIDE 1 ROW OF BLOCKING BETWEEN EACH JOIST AT
MIDSPAN FOR SPANS < 4200mm
-PROVIDE 2 ROWS OF BLOCKING BETWEEN EACH JOIST AT
THIRD POINTS FOR SPANS >4200mm

FIXING LOCATIONS TO BE FIXED ACCORDING TO THE FOLLOWING MINIMUM PACINGS
(D = FIXING SHANK DIA. IN mm):
BOLTS 4D EDGE DISTANCE TO BOTH EDGES IN DIRECTION OF SHEAR LOAD
5D PITCH BETWEEN BOLTS
5D EDGE DISTANCE FROM END OF ELEMENT
13D MINIMUM OVERALL ELEMENT DEPTH

CONSTRUCTION ISSUE

 

 

Printed: 05 April 2019, 11:29 AM

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Y, Y Yr
NOOSA JETTY BUILDERS | ©diecka ns Ghent Project Drawing Tie
JoB No: 1154 Ay socunent and shall remain. BEN 18 904 800 232 NOOSA JETTY BUILDERS PROPOSED NEW JETTY GENERAL NOTES SHEET 2 OF 2
m Addtaes: the property of Black & More. Address -
i ume 93 Digger St Cairns North QLD 4870
: NEPTUNE CRCUT-NOOSAVLLE | Ein emenr ramen et lacks) 22S. 4 NEPTUNE CIRCUIT, NOOSAVILLE |
3 ind in accordance Di Di rT a D:
2 lent aah ie Torneo uaaeiant ok Tetprone or donigoea | pet st fehecr’ ar Penn ste 05/048
C1 [CONSTRUCTION ISSUE Fi | Fit [05/04/19 | SAVIN AND CHARMAINE SWART J on on nom OLE ke. eemreen Designed Design = apea 79957 _| "wna Sze| Seale (AS size) pane 7550A-S003 Revision
No. Description Reviewed] Approved] Date ‘whatsoever is prohibited. t IL FM [check 2S [BrawipGis notte fe dsed for consiruclion unless approved A3 NOT TO SCALE C1 J

 

 

 

 

 

 

 

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External References: B&M-JETTY-TITLE-A3_e.dwg

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File: _C:\- Projects\00 - Black & More\Noosa Jetty Builders\7550 4 Neptune Circuit\ 7550A-S004(C1) - Site Plan, Framing Plan & Jetty Elevations.dwg

Printed: 05 April 2019, 11:29 AM

 

     
 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

EXISTING 4600 8
50
REVETMENTWALL\ eee JETTY LOADING CRITERIA:
| | a on i er — JETTY LIVE LOADS: = 2.0 kPa
I \_ {I RK MOORED VESSEL (MAX.)
| DO NOT FIX JETTY TO ——_—_ | B11! | LENGTH: . = 5.0m
| REVETMENT WALL. || 1 | WEIGHT: = 1500 Kg.
Ig il BERTHING VELOCITY: = 0.5m/ Second
| | BOARD RACK TO DETAIL, ——~ ISl* | | BOAT LIFT
Jin!!!) 8 BY OTHERS.
=e |? .
| LOT 337 HANDRAIL TO DETAIL. I il | NOTES:
te | Q BA, | | 1. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE
3)2 AREA: 652m? gis r We SH SEABED DRIFT DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
> oO
BI5 4 NEPTUNE CIRCUIT ale LATACETER ie iI | ANCHOR STRESS GRADE OF F14.
80 TO DETAIL 1 Is | iV \). BY OTHERS 2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL
| RP 863246 . Lowy ys jleoj-—-—-——— . COMPLY WITH THE ENVIRONMENTAL PROTECTION
| lil ISIS! | 8 AGENCY'S OPERATIONAL POLICY - "BUILDING AND
Lil Ls ENGINEERING STANDARDS FOR TIDAL WORKS",
| | PROPRIETARY DIXON cer ee 3. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL
~ S.S. PLATFORM LADDER | BE APPROVED MARINE GRADE S16. ALL OTHER STEEL
| BY OTHERS. Qs COUNCIL REGULATIONS. WORK, INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS
| . | SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.
3/2 | 4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED
TIE | OR RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS
| | | STEEL BAND.
4 | 5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM
| THESE DRAWINGS.
| 3| 8 |
| | “| ae FRAMING SCHEDULE
OT ORT TTT BRT TT FIXED TO MANUF. SPEC. BEAMS:
| B1  - 150.x 75 F14 HWD. BEARER, H6 TREATED.
| B2  - 200x 75 F14 HWD. BEARER, H6 TREATED.
JOISTS:
| Jt = 150 x 75 F14 HWD. JOISTS AT 750 CRS, Hé6 TREATED.
PIERS:

 

| | P1 = - 200@ HWD. PIER, H6 TREATED.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

9300
Se ee JETTY PLAN ALL EXPOSED TIMBER SHALL BE H6 TREATED.
1500 3000 | | 1:100
| _ _ 17.000 | | —_ 4 NOTE: |
301°30" == | RIGID HANDRAIL TO TOP OF WALL
THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT | COMPLY WITH NOOSA RL 0.00 AHD
EXCEED THE PILE DEPTH IN THE NATURAL GROUND. | COUNCIL REGULATIONS
BOAT LIFT —— — —
os BY OTHERS DO NOT FIX JETTY TO
8 REVETMENT WALL
& RECORD FLOOD LEVEL
8 RL T.B.C.
&
[ DECK RLT.B.C. a \
3300 _| 6000 | ta WATER, es ts See Se a gs als pees al epee Se eee
1 1 B.C. a - - - 4
a}; 0 ao. eB age ae
PROPOSED JETTY — EXISTING JETTY o o o. D ll
SEABE! e WALL
REFER DETAILS FOR TO BE SEABED | 44 STONCRTHING
DESIGN ELEMMENTS DEMOLISHED i] U 8 e 4 i
I I I I H 5
ola ° I] u
6|o e|a
lz H SIF i i U
I 1 I Hoy U
SITE PLAN U U LU U
SCALE 1:200
JETTY FRONT ELEVATION JETTY SIDE ELEVATION
4:400 12190
CONSTRUCTION ISSUE
wT, (Client rojer “Yb
Gee | See Blak Moe “NOOSA JETTY BUILDERS "”” PROPOSED NEWJETTY |?"
abe cocumert ane Syallrerain ABN 19 609 960 232 Address SITE PLAN FRAMING PLAN
i "a eee eae =
g eee CIRCUIT, NOosAVILLE | [Ns ocument may only be used lack PO BUN BORN Galles Novth GLO 4670 4 NEPTUNE CIRCUIT, NOOSA\}LLE AND JETTY ELEVATIONS
2 LOT 337 ON RP863246 comesioned and in meearcanes Drawn Drawing ‘Approved A! Date 05/04/19
é che Sues, M ore Tetphone (07 31 soe st lew? Aa CL, b/ anaemaas am .
Ic1 [CONSTRUCTION ISSUE FM | FA |05104/19] SAVIN AND CHARMAINE SWART J {i commission, Unauthorised use Interne! www.blackm.com esigne sign / x Pa Eee peo " a
Giz Description Reviewed|Approved| Date mistoeverls oneaGe meet t onetem lene | DS Drawing Farias 5 a L A3 NOT TO SCALE 7550A-S004 C1 J

 

 

 

 

 

 

 

 

 

Extemal References: B&M-JETTY-TITLE-A3_e.dwg

Page 5

  
 
 

NOTCH OUT
MIN. 25mm DEEP SEAT
AT BEARER & JOIST

CONNECTIONS.
TYP.

    
  
 

1-M16 BOLT S.S.
B1/2 TO P1
TYPICAL.

 
  
 
 
   

1-M16 BOLT S.S.
J1 TO P1
TYPICAL.
1-M16 BOLT S.S.
EACH J1 TO P1

TYPICAL.

    
 

1-M16 BOLT S.S. 1-M16 BOLT S.S.
J1 TO B2
TYPICAL TYPICAL

. TYPICAL.

1-M16 BOLT S.S.
J1 TO B1
TYPICAL.

NOTCH OUT MIN. 25mm DEEP SEAT
AT BEARER & JOIST CONNECTIONS.
TYP.

\00 - Black & More\Noosa Jetty Builders\7550 4 Neptune Circuit\ 7550A - Typical Jetty Details.dwa

  

TYPICAL PILE / BEAM / JOIST CONNECTION VIEWS

 

 

 

 

 

 

 

 

 

 

 

 

 

é
2 SCALE 1:10
=
‘Y; “Y client Project ~YDrawing Title
SR UE ERS: fF Smee an Blacks More NOOSA JETTY BUILDERS PROPOSED NEW JETTY
Address Address TYPICAL JETTY DETAILS
93 Digger St Cairns North QLD 4870
4 NEPTUNE CIRCUIT, NOOSAVILLE lack PO Box 999N Caims North QLD 4870 4 NEPTUNE CIRCUIT, NOOSAVILLE SHEET 1 OF 5
He ‘ON.RP869246: M 4 i taphone o soot oo 4 om Drawn st pester -M [Approved / / Date 05/04/19
IC1 |CONSTRUCTION ISSUE Fit FM \05/04/19 GAVIN AND CHARMAINE SWART O re Seterack wen: blackniiconn . Designed Design RPEQ 79957 Drawing Size | Scale (A3 size) Drg No 7550A -S005 Revision
No. Description Reviewed] Approved] Date pt FM |check 2S | prawink/is not o-be used for construction unless approved A3 NOT TO SCALE C1 J

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

V
External References: B&M-JETTY-TITLE-A3_e.dwg

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File: _C:\- Projects\00 - Black & More\Noosa Jetty Builders\7550 4 Neptune Circuit\ 7550A - Typical Jet

KICK BOARD
| [ DECKING
|

 

 

 

 

 

 

 

 

 

vo.
é +
az
\
25 |
RECESS
i oe | B1/2
| |
|
1-M16 BOLT S.S.
= J1 TO B1/2
a. TYPICAL.

 

TYPICAL JOIST / BEAM / PILE
CONNECTION DETAIL

 

 

 

 

 

 

 

 

 

 

SCALE 1:10
[orem
SSS S=
say | Lo J1(B
| |
ay )
\i
/|
/ NOTCH J1 ENDS
/\ 1-M16 BOLT S.S.
nu PER J1 TO P1
& = TYPICAL.

JOIST J1(A) SHALL
BEAR ON J1(B)

CO

TYPICAL JOIST LAP DETAIL
AT JETTY EDGE / PILE

SCALE 1:10

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DECKING
% |
: 1
B1/2
ane BOLT S.S.
J1 TO B1/2
TYPICAL.
TYPICAL JOIST / BEAM
CONNECTION DETAIL
SCALE 1:10
DECKING
SSS I
J1 J
l
80
MIN.
vy
NS
&
ate BOLT S.S.
J1 TO B1/2
PER J1 CONNECTION
TYPICAL.

TYPICAL JOIST LAP DETAIL
AT INTERNAL LOCATIONS

SCALE 1:10

KICK BOARD
DECKING | I
|

 

 

 

 

 

 

 

 

=I I I
Vv
N
&

25
1-M16 BOLT S.S. RECESS
B1/2 TO P14 =
TYPICAL.

 

TYPICAL BEAM / PILE
CONNECTION DETAIL

SCALE 1:10

CONSTRUCTION ISSUE

 

Printed: 05 April 2019, 11:29 AM

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

“Yeiient

“YDrawing Title

 

 

 

 

 

 

 

 

 

 

 

 

4
NOOSA JETTY BUILDERS eal Project
Bleak 6 More NOOSA JETTY BUILDERS PROPOSED NEW JETTY
vases ween ema ties TYPICAL JETTY DETAILS
Addi a
é 4 NESTLE CIRCUIT, NOOSAVILLE QO 99 inde St Cams Nath: OLD: 4870 4 NEPTUNE CIRCUIT, NOOSAVJLLE
o wT 337 ON RP863246 i PO Box 999N Cairns North QLD 4870 L LL SHEET 2 OF 5
é oe M = Telephone (07) 4031 gous Sen st lehece? — _ |*PProved Pate 08/04/18
Email black.t black
C1 |CONSTRUCTION ISSUE Fil | Fm \osioaiia| SAVIN AND CHARMAINE SWART ore Ld wee ee ie pea 799s — | mrsNéng Size] Scale (43 size) Dig No 7550A S006 Revision
No. Description RReviewed|Approved| Date J FM |check 28 | Braninie® nol to b&dsed for construction unless approved I A3 NOT TO SCALE = C1 J

 

External References: B&M-JETTY-TITLE-A3_e.dwg

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File: _C:\- Projects\00 - Black & More\Noosa Jetty Builders\7550 4 Neptune Circuit\ 750A - Typical Jetty Details.dwg

140 x 35 HWD. DECKING
FIXED TO BUILDERS
DETAILS

 

 

 

 

 

 

 

 

 

 

= in  eisieane GOREWS
orexne ae
|
LS |
te
=— 50 x 50x 4
AI, Al,
\ ALUMINUM ANGLE = .

 

 

 

 

\ 50x50x3 BOX

400

 

 

 

 

10 ALUMINUM
FIXING PLATE
CFW TO BOX

 

 

 

 

—50 x 50 x 4 ALUMINUM ANGLE

ALUMINUM KAYAK STEP TYPICAL SECTION

 

 

 

 

 

 

2000

750

 

 

 

 

 

 

SCALE 1:10
. +7 Ty
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ALUMINUM KAYAK STEP PLAN

 

SCALE 1:10

4

eT eT

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KAYAK STEP TO BE A FULLY
WELDED ALUMINUM FRAME.
BUTT JOINTS & CFW ALL ROUND.

 

 

SSS

CONSTRUCTION ISSUE

 

{ NOOSA JETTY BUILDERS BI

 

JoB No: 1154

 

Address:
4 NEPTUNE CIRCUIT, NOOSAVILLE

 

LOT 337 ON RP863246

 

Revisions

Client:

 

Printed: 05 April 2019, 11:29 AM

CONSTRUCTION ISSUE

 

 

FA (05/04/19) GAVIN AND CHARMAINE SWART

 

 

 

 

Description

Reviewed|Approved| Date

 

XN

 

 

% Telephone (07) 4031 9944 ST Fit
Oo r Email [email protected] Check
Internet wwnw.blackm.com Designed Design

“Yclient

aaceone NOOSA JETTY BUILDERS
4 NEPTUNE CIRCUIT, NOOSAVILLE

ABN 19 609 960 232
93 Digger St Cairns North QLD 4870
ac PO Box 998N Cairns North QLD 4870
Drawn Drawing

Address.

“Yorawing Title

*°**" PROPOSED NEW JETTY

TYPICAL JETTY DETAILS
SHEET 3 OF 5

 

 

[Approved

 

Drawing Size] Scale (A3 size)

 

 

 

 

FM | check DS
A

Drawing is not to be use

d for construction unless approved J A3

 

 

“" 7550A-S007 | c1 |

 

 

 

NOT TO SCALE

 

External References: B&M-JETTY-TITLE-A3_e.dwg

Page 8

File:_C:\- Projects\00 - Black & More\Noosa Jetty Builders\7550 4 Neptune Circuit\ 7550A - Typical Jetty Details. dwg

 

Printed: 05 April 2019, 11:29 AM

> 6 FIXING PLATE

 

 

 

 

 

 

 

 

 

  
   
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

   

 

 

 

 

 

  

 

 

 

 

 

 

 

 

CFW TO VERTICAL
| 2000 ;
[ ]
| 175 [\! 825 || 825 Ii} 475 |
I 1
l | | |
|| I | I |
| | | | I |
I | || I |
I | | | ||
i | I | | 140 x 25 HWD.
| | | DECKING
| | i | FIXED TO SEAT
8 J a = & BACKREST =
tel (1 1 TOBUILDERS = beeen
| | i | DETAILS
< | x I | x I |
és Ot QI | Ot 6 FIXING PLATE
lO
+ zl | sl | <I | CFW TO HORIZONTAL
S| | S| | 3| |
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TY Th <1 | |
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— Pe a | Jeo ~—
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8 +[ Te J +f hs + Ts » e
| kit | tao 75x50x4 BOX
rt — 7 Sa a ry re aa MITRE JOINT
Lad Lad Lid r a CFW ALL ROUND
10 PLATE CLEAT 10 END PLATE
CFW TO BOX CFW TO BOX
2-M12 x 50Lg. 2-M12 x 50Lg.
S.S COACH SCREWS S.S COACH SCREWS
ALUMINUM SEAT ALUMINUM SEAT
FRONT ELEVATION SIDE ELEVATION
SCALE 1:10 SCALE 1:10
SEAT TO BE A FULLY WELDED
ALUMINUM FRAME.
BUTT JOINTS & CFW ALL ROUND.
a eee =|
CONSTRUCTION ISSUE
ee er am 5 Bien |= NOOSALJETTY BUILDERS "PROPOSED NEWJETTY [nme
tar se nn lack oy eset soth, | ANEPTINE CIRCUT, NOOSAVINE —_—_soms-| SHEET 4 OF 5
"ORSON = at oe exmocionne ir Seta OFC ie Seite" oases — 5 aL AZ | norroscae | 7550A-S008 | c1 |

 

 

 

 

 

 

 

 

 

External References: B&M-JETTY-TITLE-A3_e.dwg

Page 9

'osa Jetty Builders\7550 4 Neptune Circuit\ 75504 - Typical Jetty Details.dwg

File: _C:\- Projects\00 - Black & More\No

Printed: 05 April 2019, 11:36 AM

 

 

 

 

 

 

6 SEAL PLATE € 2000 MAX. t
CFW TO HAND RAIL POST SPACING
EACH END
——__| ___ 5 _100x50x3 BOXONFLAT |
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CFW TO BOX
PROVIDE 108
WEEPHOLE

 

 

 

 

 

 

2-M12 S.S. BOLTS
WITH OVERSIZED WASHERS
TO JOIST

ALUMINUM HANDRAIL
TYPICAL ELEVATION

SCALE 1:10

 

 

 

 

HANDRAIL TO BE A FULLY WELDED |)
ALUMINUM FRAME.
BUTT JOINTS & CFW ALL ROUND.

 

 

100x50x3 BOX ON FLAT

   
 

 

300

75x75x5 BOX
300

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|

 

 

J _l)

 

6 BASE PLATE I
CFW TO BOX
PROVIDE 108
WEEPHOLE

ALUMINUM HANDRAIL
WITH BOARD RACK
TYPICAL ELEVATION

SCALE 1:10

 

 

 

 

 

L

HANDRAIL WITH BOARD RACK TO BE
A FULLY WELDED ALUMINUM FRAME.
BUTT JOINTS & CFW ALL ROUND.

T

 

 

 

3 SEAL PLATE
CFW TO HAND RAIL
EACH END

 

 
   

KICK BOARD
DECKING

  

cry BOX

 

 

2-M12 S.S. BOLTS
WITH OVERSIZED WASHERS
TO JOIST

ALUMINUM HANDRAIL
WITH BOARD RACK
TYPICAL SECTION

SCALE 1:10

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SS =
YY: “YCient Project “YDrawing Title
NOOSA JETTY BUILDERS Bi i 1
. _ Be & More NOOSA JETTY BUILDERS PROPOSED NEW JETTY
JoB No: 1154 ABN '10 608.260.2382 Ad TYPICAL JETTY DETAILS
ress
§ on "yp 98 Digger St Caims North OLD 4870 4 NEPTUNE CIRCUIT, NOOSAVILLE
5 4 NEPTUNE CIRCUIT, NOOSAVILLE ac Qf) PO Box 999N Cairns North QLD 4870 ; SHEET 5 OF 5
3 Lot seratiarassats Me sic, en wna Drawn [raving [Proved Date 05/04/19
Email black [email protected] [CONSTRUCTION ISSUE FM | Fit {05104/19| SAVIN AND CHARMAINE SWART M ore one watkicee Designed Design RPEQ 799s | Dvwing Size} Scale (AS size) Dig No 7550A-S009 Revision
No. Description Reviewed|Approved| Date J J FM check Dos Drawing is not to be used for construction unless approved J | A3 NOT TO SCALE C1 J

 

 

 

 

 

 

Extemal References: B&M-JETTY-TITLE-A3_e.dwg