SUA-PS60L - Street Umbrellas Australia

6200 overall 6000

t/ "A/

/

Clamp Strip

- Rope Edge ��;fl/�--

5890 pole centres

1-----1

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

Membrane Fabric (I)

0 0

co

0 0 0

(I) (.}

PLAN

(I)

co 0 0

SECTION

DETAIL

NOTTO SCALE

8770 overall

Plan

Aluminium top hat PVC, PVDF coated fabric. Standard colour white. 089 post

\

0102 CHS arm

\ 100 SHS beam

--- 089 CHS pole

u/s base plate

200 X 200 X 12 / ____________________.....__ base plate

Elevation

6m Square Corner Supporrt Model: SUA-PS60L (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 clearance dimensions for the complete structure. - A minimum of 100mm clearance to any buildings, poles etc. is recommended. - Dimensions are in millimetres.

CORNER SUPPORT CONICAL MODULAR UMBRELLA MODEL: SAU-PS60L (Linear)

CD

I

850 =

=

0 L() 00

-

-

I

II

II II

-

120 a:: w

> 0

a:: a.. 0

PLAN

N

4-M16 GALV. H.D. BOLTS WITH NUTS AND LEVELLING NUTS COG 100

0

==

120

PLAN

-

0 N

4-M16 GALV. H.D. BOLTS WITH NUTS AND LEVELLING NUTS COG 100

z

6 a:: a..

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

0 N

II

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

4-N16 VERT R10 HELIX AT 250 PITCH

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.

I0 0 L()

0 10 -,j-

155

w

SL82 FABRIC TOP AND BOTIOM

::::i:

w

6200 OVERALL 5890 COLUMN CRS

L() L()

�450

ELEVATION SUA-PS60L- Pad Footing

1:20 AT A3

ELEVATION SUA-PS60L- Pier Footing

1:20 AT A3

V)

a:: :::l (_)

�z w ::::i: >:::::, 0 ...J 0 0 (_)

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