7550A_Neptune Ct Jetty_Construction Issue · OPW19/0108

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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