Pavers/Tiles. Non-shrink grout. Levelling nuts. See Bolt* and. Slab Note*. Non-shrink grout. Levelling nuts. See Bolt* a
220
TOP HAT aluminium powder coat finish
4050 overall
3610 minimum
eral l 0 ov 437
Collar and arm in closed position.
Stainless steel sleeve pole protector for length of collar travel.
Plan
1:100 at A4
FABRIC, PVC PVDF coated Standard colour, white
CABLE S.S. Gr.316 with S.S. fittings
NOTE: Allow up to 50mm sag due to stretch of membrane fabric.
ARM Ø38 CHS powder coat finish
Arc of arm when opening.
COLLAR Ø102 CHS powder coat finish (in opened position)
1:100 at A4
OCTAGONAL 4m - SUA-CO40 Wind Rating: 33m/sec (120km/h) Rated when umbrella is fully erected. Umbrella weight: 80kg Overall dimensions represent clearance dimensions for the complete umbrella. Membrane dimensions differ, depending on variations in tensioning and fabrication.
OPENED POSITION
0
1000
1500
1810 2100
770 500
1225
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.
740
POLE Ø89 CHS powder coat finish
920
Elevation
3010
2100 clear
RETAINING ROD stainless steel
2000 2140
CLOSED POSITION
4m Centre Support Octagonal Umbrella Model SUA-CO40
Dimensions are in millimeters.
Centre Support Octagonal Umbrella Model:SUA-CO40 Engineering Framing
=
==
Plan
230 embedment (cast in)
Natural ground 4-N16 vertical R6 helix at 300 pitch
40 min 120 max
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.
Minimum 60mm cover to all reinforcement Concrete grade to be N25 20mm aggregate size Slump 65mm 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.
F82 fabric central
Bolt projection 40 min. 120 max. Embedment 110 min.
2025
eral l
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-CO40 Pier Footing 2025
4050 overall
140 c/crs
Ø450
2025
Non-shrink grout
0 ov
SUA-CO40 Pad Footing
Natural Ground
437
Elevation
2025
4050 overall
H.D. Bolt Layout Plan
Chemical Anchor Detail
Not to scale
Centre Support Octagonal Umbrella Model:SUA-CO40 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 a SUA Dealer if the slab does not meet any of the requirements.
Under Pavers
Chemical Anchor Fixing to Slab on Ground
On Slab Slab Thickness 100 110 120 130 140 plus
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-CO40
2025
2025
4050 overall
H.D. Bolt Layout Plan
Not to scale
Centre Support Octagonal Umbrella Model:SUA-CO40 Installation Detail
4050 overall
2025 2025
See Bolt* and Slab Note*
437 0 ov eral l
Levelling nuts
Embedment Refer Table
Slab Thickness Refer Table
Non-shrink grout
Varies 120 max.
Slab Thickness Refer Table Embedment Refer Table
Pavers/Tiles
Over Pavers
Slab Thickness Refer Table Embedment Refer Table
140 c/crs
Structure pole with 200 x 200 x 12 base plate. 4-M12 S.S. Gr.316 set screws. (Counter-sunk option if required)
* 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.
Non-shrink grout 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.
437
2025
0 ov
See Ferrule* and Slab Note*
Flexible sealant (Mastic or similar) Pavers/Tiles
Slab Thickness Refer Table Embedment Refer Table
Grout/bedding (no sand) See Ferrule* and Slab Note*
140 c/crs
* FERRULE NOTE Ferrules at 140 x 140 centres are M20 stainless steel Gr.316 threaded rods tapped for M12.
Chemical Anchor Fixing to Slab on Ground Slab Thickness 100 110 120 130 140 plus
Ferrule Fixing with Umbrella Removed
2025
On Slab
Ferrules* Min. Embedment Min. Slab Edge Distance* Chemical Anchor 80 400 4-M12 at 140 c/crs 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 4-M12 at 140 c/crs Hilti HVU 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.
Ferrule Detail Model SUA-CO40
2025
2025
4050 overall
H.D. Bolt Layout Plan
Not to scale
Centre Support Octagonal Umbrella Model:SUA-CO40 Ferrule Fixing
4050 overall
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.
