Pavers/Tiles. Non-shrink grout. Levelling nuts. See Bolt* and. Slab Note*. Non-shrink grout. Levelling nuts. See Bolt* a
200
TOP HAT aluminium powder coat finish Collar and arm in closed position.
FABRIC, PVC PVDF coated Standard colour, white
37 80
ov er all
2300 minimum
NOTE: Allow up to 50mm sag due to stretch of membrane fabric.
Plan
CABLE S.S. Gr.316 with S.S. fittings
1:100 at A4
Arc of arm when opening.
3200
ARM Ø38 CHS powder coat finish 2250 clear
COLLAR Ø76 CHS powder coat finish (in opened position)
Overall dimensions represent clearance dimensions for the complete umbrella. Membrane dimensions differ, depending on variations in tensioning and fabrication. Dimensions are in millimetres.
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.
OPENED POSITION
0
500
2250
SQUARE 2.7m - SUA-CS27 Wind Rating: 33m/sec (120km/h) Rated when umbrella is fully erected. Umbrella weight: 52 kg
POLE Ø60 CHS powder coat finish
1740
1:100 at A4
1380
Elevation
1215
RETAINING ROD stainless steel
1190
2700 overall
Stainless steel sleeve pole protector for length of collar travel.
1000
1500
1860
CLOSED POSITION
2.7m Centre Support Square Umbrella Centre Support - Model SUA-CS27 Centre Support Square Umbrella MODEL: SUA-CS27 Engineering Framing
=
==
Elevation
Natural Ground
140 c/crs
Bolt projection 40 min. 120 max. Embedment 110 min.
40 min 120 max
SUA-CS27 - Pier Footing 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.
all er ov
Non-shrink grout
Elevation
80 37
CS27 - Pad Footing
Ø450
1350
F82 fabric central
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.
1350
230 embedment (cast in)
4-N16 vertical R6 helix at 300 pitch
150
300
Non-shrink grout
Natural ground
Minimum 60mm cover to all reinforcement Concrete grade to be N25 20mm aggregate size Slump 65mm
2700 overall
Plan
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.
Centre Support Square Umbrella Model:SUA-CS27 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*
Non-shrink grout Levelling nuts
Over Pavers 120 max
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
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
See Bolt* and Slab Note*
Contact 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-CS27
1350
2700 overall
See Bolt* and Slab Note*
1350
Embedment Refer Table
Levelling nuts
all er ov 80 37
Slab Thickness Refer Table
Non-shrink grout
1350
1350
2700 overall
H.D. Bolt Layout Plan
Not to scale
Centre Support Square Umbrella Model:SUA-CS27 Existing Slab on Ground
3 mm clearance
140 c/crs
Varies 120 max.
Structure pole with 200 x 200 x 12 base plate. 4-M12 S.S. Gr.316 set screws. Varies 120 max.
Slab Thickness Refer Table Embedment Refer Table
Pavers/Tiles
Over Pavers
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*
Flexible sealant (Mastic or similar)
* 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.
80 37
Slab Thickness Refer Table Embedment Refer Table
140 c/crs
* FERRULE NOTE Ferrules at 140 x 140 centres are M20 stainless steel Gr.316 threaded rods tapped for M12.
Pavers/Tiles
Slab Thickness Refer Table Embedment Refer Table
Grout/bedding (no sand) See Ferrule* and Slab Note*
140 c/crs
Structure pole with 200 x 200 x 12 base plate. 4-M12 S.S. Gr.316 counter-sunk set screws.
Slab Thickness 100 110 120 130 140 plus
Min. Embedment Ferrules* Chemical Anchor Min. Slab Edge Distance* 80 4-M12 at 140 c/crs Ramset Reo 502 (or Hilti HIT-RE 500) 400 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.
Ferrule Detail - Model SUA-CS27
1350
Ferrule Fixing with Umbrella Removed
1350
Chemical Anchor Fixing to Slab on Ground
2700 overall
all er ov
On Slab
1350
1350
2700 overall
H.D. Bolt Layout Plan
Not to scale
Centre Support Square Umbrella Model: SUA-CS27 Ferrule Fixing