4.0M Square SUA-CS40 - Street Umbrellas Australia

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minimum from a slab edge or control joint. Contact SUA Delaer if the slab does not meet any of the requirements. S lab T
TOP HAT aluminium powder coat finish

345

Stainless steel sleeve pole protector for length of collar travel.

Collar and arm in closed position.

56 90

ov er all

3370 minimum

CABLE S.S. Gr.316 with S.S. fittings

NOTE: Allow up to 50mm sag due to stretch of membrane fabric.

ARM Ø48 CHS powder coat finish

Plan

Arc of arm when opening.

COLLAR Ø102 CHS powder coat finish (in opened position)

1:100 at A4

Elevation 1:100 at A4

SQUARE 4m Wind Rating: 33m/sec (120km/h) Rated when umbrella is fully erected. Umbrella weight: 118kg

OPENED POSITION

500

2000

2500

2200

1500

1590

1000

1010

670

0

460

BASE PLATE 200x200x12 pl. with Ø50 service hole. 4-M12 hold down bolts at 140mm c/crs. Grade 4.6/s galvanised or stainless steel Gr.316. With dome nuts and levelling nuts.

355

POLE Ø89 CHS powder coat finish

340

3280

RETAINING BOLT stainless steel

2200 clear

4060 overall

FABRIC, PVC PVDF coated Standard colour, white

2800

CLOSED POSITION

4m Centre Support Square Umbrella Model SUA-CS40

Overall dimensions represent clearance dimensions for the complete umbrella. Membrane dimensions differ, depending on variations in tensioning and fabrication. Dimensions are in millimetres.

Centre Support Square Umbrella Model: SUA-CS40 Engineering Framing

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Plan

230 embedment (cast in)

40 min 120 max

Anchor bolt location tolerances per Australian Standard 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.

Natural ground 4-N16 vertical R6 helix at 300 pitch

150

300

Non-shrink grout

4-M12 Gr.4.6/S galvanised H.D. bolts with nuts and levelling nuts - Cog 100 Bolt projection to suit level of top of paving, tiling, etc 40 min 120 max.

1400

140

grout

Minimum 60mm cover to all reinforcement Concrete grade to be N25 20mm aggregate size Slump 65mm

430 min overlap

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140

Plan Non-shrink

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900

=

140

==

Assumed soil conditions: Pad - bearing capacity 100kPa Pier - cu=50kPa (stiff clay)

60 cover

=

Notes: Design wind speed 33m/sec (W33)

140

900

F82 fabric central

140 c/crs

Bolt projection 40 min. 120 max. Embedment 110 min.

4-M12 H.D. bolts to be threaded rod grade 4.6/s hot dipped galvanised, or stainless steel Gr.316. Supplied with nuts, washers and levelling nuts. Chemical anchors, at 140 x 140 centres to be 'Hilti HVU', or engineer approved equivalent, and to be installed in accordance with the manufacturer's instructions. Hole to be clean and dry at time of installation.

Elevation

SUA-CS40 - Pier Footing

2030 2030

Non-shrink grout

Ø450 4060 overall

SUA-CS40 - Pad Footing

Natural Ground

all er ov 90 56

Elevation

2030

2030

4060 overall

Chemical Anchor Detail

H.D. Bolt Layout Plan

Not to scale

Centre Support Square Umbrella Model: SUA-CS40 Footing Detail

140 c/crs

* H.D. BOLT NOTE Structure pole has 200 x 200 x 12 base plate. 4-M12 H.D. bolts to be threaded rod grade 4.6/s hot dipped galvanised, or stainless steel Gr.316. at 140 x 140 centres.

140 c/crs

120 max

See Bolt* and Slab Note*

Pavers/Tiles Non-shrink grout

Embedment Refer Table

Grout/bedding (no sand)

varies

Pavers/Tiles

Slab Thickness Refer Table

varies

Non-shrink grout

Embedment Refer Table

Slab Thickness Refer Table

120 max.

Levelling nuts

Levelling nuts

Over Pavers 120 max

140 c/crs

See Bolt* and Slab Note*

* SLAB ON GROUND NOTE The existing reinforced concrete slab on ground is to be approved for adequacy by a Structural Engineer before installation. Concrete strength - f'c 25MPa. Installation requires 1 sq m of continuous reinforced slab with the pole centre 400mm minimum from a slab edge or control joint. Contact SUA Delaer if the slab does not meet any of the requirements.

Under Pavers

Chemical Anchor Fixing to Slab on Ground

Slab Thickness 100 110 120 130 140 plus

2030 2030

On Slab

4060 overall

See Bolt* and Slab Note*

Min. Embedment H.D. Bolts* Chemical Anchor Min. Slab Edge Distance* 80 4-M12 at 140 c/crs 400 Ramset Reo 502 (or Hilti HIT-RE 500) 90 400 4-M12 at 140 c/crs Ramset Reo 502 (or Hilti HIT-RE 500) 100 400 4-M12 at 140 c/crs Ramset Reo 502 (or Hilti HIT-RE 500) 110 400 Hilti HVU 4-M12 at 140 c/crs 110 400 Hilti HVU 4-M12 at 140 c/crs Chemical anchor to be as above or Engineer approved equivalent, and to be installed in accordance with the manufacturer's instructions.

Installation Detail - Model SUA-CS40

all er ov

Embedment Refer Table

Levelling nuts 90 56

Slab Thickness Refer Table

Non-shrink grout

2030

2030

4060 overall

H.D. Bolt Layout Plan

Not to scale

Centre Support Square Umbrella Model: SUA-CS40 Existing Slab on Ground

Varies 120 max.

See Ferrule* and Slab Note*

Over Pavers

Non-shrink grout

Structure pole with 200 x 200 x 12 base plate. 4-M12 S.S. Gr.316 set screws. (Counter-sunk option if required) See Ferrule* and Slab Note*

See Ferrule* and Slab Note*

Contact SUA Dealer if the slab does not meet any of the requirements.

At Pavers Rubber grommets, stainless steel grub screws with hex socket or brass flat dome head screws, screwd into ferrule flush with paving to keep ferrule thread clean.

Chemical Anchor Fixing to Slab on Ground Slab Thickness 100 110 120 130 140 plus

Ferrule Fixing with Umbrella Removed

2030

Min. Embedment 80 90 100 110 110

Ferrules* Min. Slab Edge Distance* 4-M12 at 140 c/crs 400 400 4-M12 at 140 c/crs 400 4-M12 at 140 c/crs 400 4-M12 at 140 c/crs 400 4-M12 at 140 c/crs Chemical anchor to be as above or Engineer approved equivalent, and to be installed in accordance with the manufacturer's instructions. Chemical Anchor Ramset Reo 502 (or Hilti HIT-RE 500) Ramset Reo 502 (or Hilti HIT-RE 500) Ramset Reo 502 (or Hilti HIT-RE 500) Hilti HVU Hilti HVU

Ferrule Detail - Model SUA-CS40

all er ov

On Slab

90 56

Slab Thickness Refer Table Embedment Refer Table

140 c/crs

* SLAB ON GROUND NOTE The existing reinforced concrete slab on ground is to be approved for adequacy by a Structural Engineer before installation. Concrete strength - f'c 25MPa. Installation requires 1 sq m of continuous reinforced slab with the pole centre 400mm minimum from a slab edge or control joint.

Pavers/Tiles

Slab Thickness Refer Table Embedment Refer Table

Grout/bedding (no sand)

Flexible sealant (Mastic or similar)

2030

Slab Thickness Refer Table Embedment Refer Table

Pavers/Tiles

140 c/crs

* FERRULE NOTE Ferrules at 140 x 140 centres are M20 stainless steel Gr.316 threaded rods tapped for M12.

2030

Varies 120 max.

Structure pole with 200 x 200 x 12 base plate. 4-M12 S.S. Gr.316 set screws.

Structure pole with 200 x 200 x 12 base plate. 4-M12 S.S. Gr.316 counter-sunk set screws.

4060 overall

3 mm clearance

140 c/crs

2030

4060 overall

H.D. Bolt Layout Plan

Not to scale

Centre Support Square Umbrella Model: SUA-CS40 Ferrule Fixing