FABRIC, PVC PVDF coated. Standard colour, white. CABLE S.S. Gr.316 with S.S. fittings. ARM Ã48 CHS powder coat finish.
350
6485 overall
Stainless steel sleeve pole protector for length of collar travel.
TOP HAT aluminium powder coat finish
CABLE S.S. Gr.316 PVC coated
Collar and arm in closed position.
5640 overall
4940 minimum
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 Ø48 CHS powder coat finish
Plan
COLLAR Ø114 CHS powder coat finish (in opened position)
1:100 at A4
Arc of arm when opening.
Elevation 1:100 at A4
HEXAGONAL 5.7m - SUA-CH57 Wind Rating: 33m/sec (120km/h) Rated when umbrella is fully erected. Umbrella weight: 130kg
BASE PLATE 235x235x12 pl. with Ø50 service hole. 4-M12 hold down bolts at 175mm c/crs. Grade 4.6/s galvanised or stainless steel Gr.316. With dome nuts and levelling nuts.
0
500
1000
OPENED POSITION
1500
2000
CLOSED POSITION
5.7m Centre Support Hexagonal Umbrella Model SUA-CH57
Overall dimensions represent clearance dimensions for the complete umbrella. Membrane dimensions differ, depending on variations in tensioning and fabrication. Dimensions are in millimeters.
Centre Support Hexagonal Umbrella Model:SUA-CH57 Framing Detail
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.
Plan
Natural ground 4-N16 vertical R6 helix at 300 pitch
1700
Non-shrink grout
430 min overlap
=
= = 175
60 cover
Non-shrink grout
= = 175
1200
Plan
40 min 120 max
=
= = 175
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.
2820
300
230 embedment (cast in)
Elevation
5640 overall
F82 fabric top & bottom Natural Ground
2820
SUA-CH57 Pad Footing Ø450 Non-shrink grout Bolt projection 40 min. 120 max. Embedment 110 min.
175 c/crs
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 175 x 175 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.
Chemical Anchor Detail
Elevation
SUA-CH57 Pier Footing
3242
3242 6485 overall
H.D. Bolt Layout Plan
Not to scale
Centre Support Hexagonal Umbrella Model:SUA-CH57 Footing Detail
175 c/crs
* H.D. BOLT NOTE Structure pole has 235 x 235 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 175 x 175 centres.
175 c/crs
See Bolt* and Slab Note*
120 max
Grout/bedding (no sand)
Pavers/Tiles Non-shrink grout
Embedment Refer Table
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
175 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 Dealer if the slab does not meet any of the requirements.
Under Pavers
Chemical Anchor Fixing to Slab on Ground
2820 5640 overall
Levelling nuts
Embedment Refer Table
See Bolt* and Slab Note* 2820
Slab Thickness Refer Table
Non-shrink grout
On Slab Slab Thickness 100 110 120 130 140 plus
H.D. Bolts* Min. Embedment Min. Slab Edge Distance* Chemical Anchor 80 400 4-M12 at 175 c/crs Ramset Reo 502 (or Hilti HIT-RE 500) 90 400 4-M12 at 175 c/crs Ramset Reo 502 (or Hilti HIT-RE 500) 100 400 4-M12 at 175 c/crs Ramset Reo 502 (or Hilti HIT-RE 500) 110 400 4-M12 at 175 c/crs Hilti HVU 110 400 Hilti HVU 4-M12 at 175 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-CH57
3242
3242 6485 overall
H.D. Bolt Layout Plan
Not to scale
Centre Support Hexagonal Umbrella Model:SUA-CH57 Existing Slab on Ground
Varies 120 max.
See Ferrule* and Slab Note*
Over Pavers
Slab Thickness Refer Table Embedment Refer Table
175 c/crs
Structure pole with 235 x 235 x 12 base plate. 4-M12 S.S. Gr.316 set screws. (Counter-sunk option if required) See Ferrule* and Slab Note*
Non-shrink grout See Ferrule* and Slab Note*
Contact SUA Dealer f 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.
On Slab
Chemical Anchor Fixing to Slab on Ground Slab Thickness 100 110 120 130 140 plus
* 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)
5640 overall
Slab Thickness Refer Table Embedment Refer Table
Pavers/Tiles
175 c/crs
* FERRULE NOTE Ferrules at 175 x 175 centres are M20 stainless steel Gr.316 threaded rods tapped for M12.
2820
Varies 120 max.
Structure pole with 235 x 235 x 12 base plate. 4-M12 S.S. Gr.316 set screws.
Structure pole with 235 x 235 x 12 base plate. 4-M12 S.S. Gr.316 counter-sunk set screws.
Ferrule Fixing with Umbrella Removed
2820
3 mm clearance
175 c/crs
Min. Embedment Ferrules* Chemical Anchor Min. Slab Edge Distance* 80 4-M12 at 175 c/crs Ramset Reo 502 (or Hilti HIT-RE 500) 400 90 400 4-M12 at 175 c/crs Ramset Reo 502 (or Hilti HIT-RE 500) 100 400 4-M12 at 175 c/crs Ramset Reo 502 (or Hilti HIT-RE 500) 110 400 Hilti HVU 4-M12 at 175 c/crs 110 400 Hilti HVU 4-M12 at 175 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-CH57
3242
3242 6485 overall
H.D. Bolt Layout Plan
Not to scale
Centre Support Hexagonal Umbrella Model:SUA-CH57 Ferrule Fixing
