Approved Plans OPW19/0108

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   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0125 11 JUN 2019


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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
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