Approved Plans OPW19/0108

Page 2

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0125 11 JUN 2019


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TIMBER FRAMING & BRACING: ALUMINIUM
1 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.
T2 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 ENSINEER. 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
T3 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.
ISSUED TO THE CONTRACTOR FOR LODGEMENT WITH THE LOCAL AUTHORITY. A6. ALUMINIUM EXTRUSIONS SHALL BE STRUCTURAL GRADE ALLOY:- EXTRUSIONS 6063-T6
UNLESS NOTED OTHERWSE.
T4 ALL TIMBER MEMBERS USED ARE TO HAVE A MINIMUM LEVEL OF DURABILITY AS 7, ALUMINIUM PLATE IS TO BE WROUGHT GRADE ALLOY 5083 H116.
SPECIFIED IN AS1684.2 - APPENDIX B. A8. ALL STEEL AND STAINLESS STEEL BOLTS AND ALL OTHER FIXINGS MUST BE ISOLATED
FROM ALUMINIUM USING NYLON OR SIMILAR APPROVED PACKERS/GASKETS, AND
T5 ALL HWD TIMBER SHALL BE SEASONED UNO. WASHERS WITH SHANK COLLARS.
A9. SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER
T6 ALL TIMBER SHALL BE FREE OF GUM VEINS, KNOTS, SHAKES, CHECKS, WANES AND ANY FOR REVIEW. APPROVAL IS TO BE OBTAINED FROM THE COUNCIL, THE ARCHITECT AND
OTHER IMPERFECTIONS WITHIN CONNECTION ZONES. THE ENGINEER, PROIR TO COMMENCING FABRICATION.
17 ~~ ALL TIMBER FRAMING TO BE MINIMUM H6 TREATED UNO.
T8 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)
T9 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
T10 X..... INDICATES M12DIA ANCHOR ROD/BOLT
T11 [Xj]... INDICATES M16DIA ANCHOR ROD/BOLT
112 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.
713 ALL FASTENERS ARE TO BE GRADE A4-70 STAINLESS STEEL IN ACCORDANCE WITH
1SO-3506-1. EXTERNAL ANCHORS WHERE SUBJECT TO SALT AIR SHALL BE STAINLESS
5 STEEL A4-70:
z -SCREWS TO BE NO.14 TYPE 17 WITH 50MM EMBEDMENT (UNO)
t -ALL JOIST HANGERS, FRAMING ANCHORS, TRIPLE GRIPS AND THE LIKE, SHALL BE
a STAINLESS STEEL. TO BE MANUFACTURED BY PRYDA OR APPROVED
é EQUIVALENT, WITH 5 NO. 2.8mm DIA X 30MM.
& NAILS EACH LEG MINIMUM. INSTALL AS PER MANUFACTURERS SPECIFICATION.
§ 114 PROVIDE BLOCKING OVER SUPPORTS AT 1800 MAX CRS IN ACCORDANCE WITH AS 1684
2 FOR TIMBER BEARERS AND JOISTS WITH D/B >= 4.
. 115 FOR JOISTS WITH SPAN >3000 AND BOTTOM OF JOIST UNRESTRAINED BY CEILING
g DIAPHRAGM:
3 -PROVIDE 1 ROW OF BLOCKING BETWEEN EACH JOIST AT
3 MIDSPAN FOR SPANS < 4200mm
2] -PROVIDE 2 ROWS OF BLOCKING BETWEEN EACH JOIST AT
: THIRD POINTS FOR SPANS >4200mm
5
% 116 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
i 50 PITCH BETWEEN BOLTS NOOSA COUNCIL
3 5D EDGE DISTANCE FROM END OF ELEMENT
3 13D MINIMUM OVERALL ELEMENT DEPTH APPROVED PLAN
;
z CONSTRUCTION ISSUE
= “YEtent Project “YBrawing Tite
¢ SS RS Deacon wleaieren Baeit Babson NOOSA JETTY BUILDERS “"" PROPOSED NEW JETTY °°"
a}, 1 ieee fopemuratteehes addvess GENERAL NOTES - SHEET 2 OF 2
aE ‘temnaecncur sooeane | Tenet ee lack ?xy szeaceeacim, [A 4 NEPTUNE CIRCUIT, NOOSAVILLE
Ne = crane Seoearn Fodor cao Dar Py, aE
al cele alae lear) tamncunmsccear | Deemer Ee” Soe - ve pee oar oo
Ene Tai oy Sencceer pat ‘ene wenn Some’ eu [thea OS Tangier ppieinomnonicereat] AB | NoTTOSCALE 7550A-S003 | ci

 

 

 

 

 

 

 

 

 

Extoral References BSNNIETTY-NTLEAS_eavy)

Page 3

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0125 11 JUN 2019


[OCR of page images]
z
i
2|
£
E
a

 

File ©} Projecte00 - Black & MoreiNoosa Jetty Bulders\7550 4 Neptune

 

Printed 05 April 2018, 11.20 ata

 

 

 

APPROVED PLAN

OPW19/0125 11 JUN 2019 |

 

 

 

33.504
31°30"

LOT 337 |
AREA: 652m? 38
4 NEPTUNE CIRCUIT 35
RP 863246 |
Q |

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

EXISTING 2
REVETMENT WALL \ 1500, 8
A I ° tl RK
DO NOT FIX JETTY TO |! legit
REVETMENT WALL. wii
BOARD RACK TO DETAIL. | si¢ I e
Sy SiS
HANDRAIL TO DETAIL. tnt
—yeNei |
ca
KAYAK STEP |] 1?
TO DETAIL. Lh ysl
Sis
iste &
PROPRIETARY DIXON ot ele
8.8. PLATFORM LADDER x ot
BY OTHERS. est 1,
oe !
ZIeE \
|
2] o
g| 8
5) &
JETTY PLAN
1:100
NOTE: |

THE HEIGHT OF PILES ABOVE NATURAL GROUND SHALL NOT
EXCEED THE PILE DEPTH IN THE NATURAL GROUND.

 

 

RECORD FLOOD LEVEL

MAXIMUM WATER

 

| — 17.000 4
301°30"
P|
—
Fy + BOAT LIFT
_ BY OTHERS
—|
= “
8 =! RLT.B.C.
3300 6000 l
RL T.B.C.
PROPOSED JETTY — EXISTING JETTY
REFER DETAILS FOR TO BE
DESIGN ELEMMENTS DEMOLISHED

 

 

      

RIGID HANDRAIL TO.
COMPLY WITH NOOSA
COUNCIL REGULATIONS.

 

TREX COMPOSITE

FIXED TO MANUF. SPEC.

 

JETTY LOADING CRITERIA:

JETTY LIVE LOADS: = 2.0 kPa
MOORED VESSEL (MAX.)
LENGTH:
WEIGHT! |.
BERTHING VELOCITY: = 0.5m/ Second

 

NOTES:

4. UNLESS NOTED OTHERWISE, ALL TIMBER SHALL BE
DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
STRESS GRADE OF F14.

2. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL
COMPLY WITH THE ENVIRONMENTAL PROTECTION
AGENCY'S OPERATIONAL POLICY - "BUILDING AND
ENGINEERING STANDARDS FOR TIDAL WORKS".

. ALL STAINLESS STEEL BOLTS, SCREWS, RODS, ETC. SHALL

BE APPROVED MARINE GRADE $16. ALL OTHER STEEL.

WORK, INCLUDING NUTS, BOLTS, WASHERS, AND SCREWS

SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL.

TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED

OR RINGED WITH AN ALUMINIMUM ALLOY OR STAINLESS

STEEL BAND.

DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM

THESE DRAWINGS.

>

@

FRAMING SCHEDULE

BEAMS:

B1 = - 150 x 75 F14 HWD. BEARER, H6 TREATED.

B2 = - 200 x 75 F14 HWD. BEARER, H6 TREATED.

JOISTS:

Jt - 150 x 75 F14 HWD. JOISTS AT 750 CRS, H6 TREATED.
PIERS:

P1 = 200@ HWD. PIER, H6 TREATED.

ALL EXPOSED TIMBER SHALL BE H6 TREATED.

RIGID HANDRAIL TO.
COMPLY WITH NOOSA
COUNCIL REGULATIONS

TOP OF WALL—
RL 0.00 AHD |

DO NOT FIX JETTY TO

 

 

 

 

 

 

 

SEABED

 

 

 

 

 

 

 

BE A r

 

 

3000

 

 

 

 

REVETMENT WALL
a a J EXISTING
a By ++ REVETMENT
| seABED I ay WAT
| gla STONE PITCHING
aE f
8 I

foe
=

 

 

0B No 1154

 

‘ooress:
4 NEPTUNE CIRCUTT, NOOSAVILE

 

LoT 397 On RP862245

 

Revisions

Co:

 

(ct [CONSTRUCTION ISSUE

Fat | Fat lostoaria] SAVIN AND CHARMAINE SWART

 

 

 

Ne Desoipen

 

 

 

 

[Revewea|Aooroved| Date _

ths property of Black & More

The dociment may on be uses
‘re purposes for whieh was
‘nthe Terms of Engagement ot
fe cocumeiin any om

PO Box S00N Calne North OLO 4870

SITE PLAN u u u
SCALE 1-200 JETTY FRONT ELEVATION 2a
4:10 (190 CONSTRUCTION ISSUE
Se ONES | pee tet aie “™" NOOSA JETTY BUILDERS PROPOSED NEWJETTY J’

SITE PLAN, FRAMING PLAN
AND JETTY ELEVATIONS

 

ck & 22050 cir ey 9 a 4 NEPTUNE CIRCUIT, NOOSAYJLLE

‘Telophone (07) 4031 9044 eae

Date 05704715

 

la
More ih Stic |

FM

 

  

 

ReEa_19957
oS (ae olay sed fr constuction wines approved AB NOT TO SCALE

 

Bene Revion

7550A-S004 | ci

raving Size Seale sa)

 

 

 

 

Extaral Referoncer’ GEN JETTY-MTLEAS 80

Page 4

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0125 11 JUN 2019


[OCR of page images]
 

 

NOOSA COUNCIL
APPROVED PLAN
OPW19/0125 11 JUN 2019

 
 
 
 
 
 

 

 

 

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.
— 4-M16 BOLT 8.8.

EACH J1 TO P14
TYPICAL.

    
 

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

. TYPICAL.

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

a Joy Beta a

   

 

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

TYPICAL PILE / BEAM / JOIST CONNECTION VIEWS

SCALE 1:10

CONSTRUCTION ISSUE

 

 

 

 

 

 

   

 

 

 

 

 

  

 

 

 

 

See a Re Bash Mote Y*"" Noosa JETTY BUILDERS "”* PROPOSED NEW JETTY a AL JETTY DETAILS
roe i
‘iene orca noose cca an as CIRCUIT, NOOBAYILLE SHEET 1 0F 5
aren ra en oer
saa Sev AND chert swine Ena ck paebiecmesm , ng Si] Sea HT Bane rear
(CONSTRUCTION ISSUE —_ [aa Fal sea Nt a ore im black | Bema eg pe brs —_ree_recer | ocr ewe 7550A-S005 | 1

 

 

 

 

 

 

 

 

 

 

Extomal References! BSMMETTV-ITLEAS oan

Page 5

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0125 11 JUN 2019


[OCR of page images]
Fie ©) Projocte00 Bek & MoreWNoosa Jy Bulders7SSO 4 Neptune Ciruil 7SSOA - Typical Jetty Detals v

 

KICK BOARD
I [ DECKING
|

 

 

100
MIN.
&

 

 

 

 

 

 

 

 

 

\
25 [. |
RECESS
| + B1/2
| |
\_4-M16 BOLT S.S.
= J1 TO B1/2
a. TYPICAL.

TYPICAL JOIST / BEAM / PILE
CONNECTION DETAIL

SCALE 1:10

DECKING

 

 

 

NOTCH J1 ENDS
1-M16 BOLT S.S.

 

 

 

xv PER J1 TO P14
& x TYPICAL.
JOIST J4(A) SHALL
BEAR ON J1(B)

TYPICAL JOIST LAP DETAIL
AT JETTY EDGE / PILE

 

poe

 

 

 

 

B1/2

 

 

 

 

NS 1-M16 BOLT S.S.

J1 TO B1/2
TYPICAL.

TYPICAL JOIST / BEAM
CONNECTION DETAIL

SCALE 1:10

 

 

 

 

DECKING
t [ |
L I
|
J | J '
r ! 1
80_ |
MIN. |

 

 

v
x
@

s 1-M16 BOLT S.S.

J1 TO B1/2
PER J1 CONNECTION
TYPICAL.

TYPICAL JOIST LAP DETAIL
AT INTERNAL LOCATIONS

 

DECKING

——

KICK BOARD

|
25
1-M16 BOLT _/ | {|p _s _

RECESS
B1/2 TO P1
TYPICAL.

 

Xv
g

a
OY

TYPICAL BEAM / PILE
CONNECTION DETAIL

SCALE 1:10

 

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW19/0125 11 JUN 2019

 

 

 

 

 

 

 

 

 

 

 

 

Painted: 05 Apel 2018, 11:29 AM

 

 

 

 

 

 

 

 

 

SCALE 1:10 SCALE 1:10
CONSTRUCTION ISSUE

"Pacosk erry aunoens = ee “NOOSA JETTY BUILDERS "”” PROPOSED NEW JETTY oFapIGAL GET BETAS

= a acta
ive cco. wceavue | ack, eae tn 4 NEPTUNE GIRCUIE NOOSAYELE 5 SHEET 2 OF 5
c Tele Bae Diana RE | Dae OSS

= caaasl Email black: 4 Drang Sze] Seale Gaza) Dig Ne Fain
sme [227A | mmo mane oer More i Sirsa Rr Be beers | morose | 7550A-S006 | cr

 

 

 

 

 

 

  

 

 

 

 

 

 

oe BSNTETTVNTLEAS ea)

 

Page 6

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0125 11 JUN 2019


[OCR of page images]
File-_C\ Projocts\00 - Black & MorelNaata Jr Bllies\7S50 4 Neptune Cicu\ 7550A Typical Jy Deis dy

Panted:_05 Ape 2019, 11:29 4M

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

‘ouAK KICK BOARD (-2-M12 x 50Lg.
i BEAKING = ual SCREWS
|
1
1 Te
440 x 35 HWD. DECKING A ee |
x . P| ALUMINUM ANGLE P
FIXED TO BUILDERS yO » 7 s
DETAILS 3
KAYAK STEP TO BE A FULLY
=| al 50x50x3 BOX WELDED ALUMINUM FRAME.
[—---_~-- > BUTT JOINTS & CFW ALL ROUND.
410 ALUMINUM — = ———
FIXING PLATE
GEWTG BOX 50 x 50 x 4 ALUMINUM ANGLE
ALUMINUM KAYAK STEP TYPICAL SECTION
SCALE 1:10
anit A vo
| na ry
SM SY
° I} | oe | | y* | |
a S ss
l| gf Lf | |
(|S 50x50x3 BOX 4
(ee | |
| ] | | ||
|
8) == wy ~ Lt Y it
1 TT tt ToT gt TT
a | (eet Fe soxsoxs 0x | ls ||
8 (eel el Ly | |
| | | | | |
| . . , . \
8) = wo a yt a yt
T es Ty Ss Tl
| 7 |" 50x50x3 BOX |e | |
al elt Sa | |
|
a| | | || [x x! | | |
a | | il ig 3) | al | NOOSA COUNCIL
{5 S| | 51 | APPROVED PLAN
a y v OPW19/0125 11 JUN 2019
ALUMINUM KAYAK STEP PLAN
SCALE 1:10
CONSTRUCTION ISSUE
[Scone | case Black Moe "NOOSA JETTY BUILDERS" PROPOSED NEW JETTY vercaL JETTY DETAILS
Pmaree lack &y seein [7 sermconeur wosamus | Neer ar
ee eet nen More ins Sati lee BS or arcmacamtts| a [meee |” 7550A-8007 [cr]

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Extomal References’ BANJETTV-TLEAL dng

Page 7

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0125 11 JUN 2019


[OCR of page images]
 

File:_C*\ Prolects\00 Black & More\Noosa Jey Buildersi7S50 4 Neptune Cicil\ 7550A - Ty

 

6 SEAL PLATE

CFW TO HAND RAIL |

2000 MAX.
POST SPACING

 

 

 

EACH END
| | .100x50x3 BOX ON FLAT '
tt es rd =f
[150 4 | I
1 | I |
I | I |
I | I |
| 1 |
I | I |
1 | I |
1 | I |
I | } |
S I | | |
® I | | |
| | 1 |
x | <I |
oO} | Oo} |
oa} | oy |
Qi | Qi |
6} | ol |
xi | xl |
et | ol |
1 | I |
I | I |
41 |. I |
-_-_ a
wo | +! I 4 |
© 1” | I |
| + | | +1
Le LA eee ee i+ oe

 

 

 

 

 

 

 

6 BASE PLATE 4

2-M12 S.S. BOLTS

 

 

  
 

 
 

100x50x3 BOX ON FLAT

 
 
 

 

 

300

_ Oh

300

75x75x5 BOX

++

 

 

 

6 BASE PLATE

3 SEAL PLATE ———;
CFW TO HAND RAIL
EACH END

 

KICK BOARD
DECKING

75x75x5 BOX

L

 

 

 

 

 

 

 

» 1

2-M12 S.S. BOLTS
WITH OVERSIZED WASHERS

 

 

 

 

 

 

 

 

ited OS April 2019. 11:96 Att

 

 

 

 

 

CFW TO BOX WITH OVERSIZED WASHERS CFW TO BOX
PROVIDE 102 TO JOIST PROVIDE 102 TO JOIST
WEEPHOLE WEEPHOLE
ALUMINUM HANDRAIL ALUMINUM HANDRAIL
ALUMINUM HANDRAIL WITH BOARD RACK WITH BOARD RACK
TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL SECTION
SCALE 1:10 SCALE 1:10 SCALE 1:10
HANDRAIL TO BE A FULLY WELDED HANDRAIL WITH BOARD RACK TO BE |} NOOSA COUNCIL
ALUMINUM FRAME. A FULLY WELDED ALUMINUM FRAME. | |
BUTT JOINTS & CFW ALL ROUND. BUTT JOINTS & CFW ALL ROUND. | APPROVED PLAN
~ OO a OPW19/0125 11 JUN 2019
CONSTRUCTION ISSUE
+ wane se Dens rea an J, NOOSAWJETTY BUILDERS” PROPOSED NEW JETTY TYPICAL JETTY DETAILS
j = Peta amen eh | = ore NOOSAVILLE ams] SHEET 5 OF 5
5 mrsreionesoe —— 2 | 2 se cnn oe a es ee

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

External Releronces, BOMGETIV-TTLEAS edhe