9200 overall 9000

8836 pole centres

� Q) Q) C) (.)

C) Q)

C) 0 C)

C) 0..

N co CJ)

Plan

a ro

13010 overall

Membrane Fabric

PLAN

Tap Tite C/W Neoprene washer in Pre-drilled Pilot Holes. At 150 crs max.

SECTION

DETAIL NOTTO SCALE

LI---------r Aluminium top hat

PVC, PVDF coated fabric. Standard colour white.

� � C) C) C)

C") u/s base

0168 CHS arm " 0140 CHS pole to centre of beam

150x100 SHS beam

I 240 X 240 X 20 base plate

late

Elevation

PAVILION SERIES - 9m Square

Model PS90 (Linear Edge) I Permissible Design Wind Speed W33 (33m/sec)I Australian Standard AS/NZS 1170.2 Wind Actions

Section A-A

-Overall dimensions represent clearancedimensions for the complete structure.

-A minimum of 100mm clearance to anybuildings, poles etc. is recommended.

-Dimensions are in millimetres.

Steel Section may vary

0 0 N

II

�r-- -

II

z

0� NO �a::

c..

1200 =

I, =

'I I

r 0

<D

PLAN

ELEVATION

PS90 - Pad Footing 1:20 AT A3

4-M16 GALV. H.D.BOLTS WITH NUTSAND LEVELLING NUTSCOG 100

0

a:: c:::

w c..

> 0 0 N

0 <D

PLAN 4-M16 GALV. H.D.

/BOLTS WITH NUTSAND LEVELLING NUTSCOG 100

5-N20 VERT

I PERMISSIBLE DESIGN WIND SPEED : W33 (33m/s) I NOTES:

ASSUMED SOIL CONDITIONS: PAD - BEARING CAPACITY 1 OOkPa PIER - Cu=50kPa (STIFF CLAY)

MINIMUM 60mm COVER TO ALL REINFORCEMENT CONCRETE GRADE TO BE N25 20mm AGGREGATE SIZE SLUMP 65mm

ANCHOR BOLT LOCATION TOLERANCES. PER AS 4100-1990 - 3mm FOR ANCHOR BOLT CENTRES

WITHIN AN ANCHOR BOLT GROUP.- 6mm FOR ADJACENT ANCHOR BOLT

GROUP CENTRES.- MAXIMUM ACCUMULATION OF 6mm PER 30m

NOT TO EXCEED A TOTAL OF 25mm.- 6mm FROM ANCHOR BOLT GROUP

CENTRE TO COLUMN LINE CENTRE.

R10 HELIX AT 300 PITCH 9200 OVERALL 182 8836 COLUMN CRS 182

�600

ELEVATION

PS90 - Pier Footing 1:20 AT A3

N (X)

(/) a::

:::l (...) �z w :::::ii: >::::, 0 _j

0 ou 0 N <D 0) I"')

(X) (X)

N (X)

H. D. Bolt Layout PlanNOT TO SCALE