Milos MR2 Saddle (10x8m & 12x10m)

A dynamic, sloping frame saddle roof that sheds water and features quick & easy assembly. It’s the perfect choice for concerts, exhibitions and other outdoor events.

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+37069873838

darius@combo.lt

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MR2 Roof System

Description:
The MR2 roof is a suitable choice for concerts, exhibitions and a large variety of outdoor events. The sloping frame construction gives the roof a dynamic look while allowing water to easily drain from the canopy.

Contact:
Contact us today for more information or to request a quote.

Key Benefits
Roof type MR2 Saddle Roof – designed for temporary events
Tower system MT1 self-climbing towers – 10×8 m & 12×10 m configurations available
Assembly Fast connection system for quick, simple, and secure setup
Lifting options Manual chain block or electric chain hoist (bracket required)
Stability Supplied with internal wind bracing wires and connection accessories
Documentation Full structural calculation report and build manual included
Roof & sidewalls PVC canopy colour options; side walls available
Tower/stage base Integrated tower base and stage components available
PA Wings Optional on request
Recommended hoist EXE hoists recommended

MR2 Roof System – Technical Specifications

Dimensions

Specification 12×10 m (39.40 x 32.80 ft) 10×8 m (32.80 x 26.30 ft)
A – Internal width 12.30 m 40.35 ft 10.42 m 34.19 ft
B – Overall external width 14.64 m 48.03 ft 12.74 m 41.80 ft
C – Internal depth 10.60 m 34.78 ft 8.65 m 28.38 ft
D – Overall external depth 12.99 m 42.62 ft 10.97 m 35.99 ft
E – Clearance 7.12 m / 23.36 ft 7.12 m / 23.36 ft
F – Overall height 9.43 m 30.94 ft 9.14 m 29.99 ft
G – PA wing (internal width) 3.15 m / 10.33 ft 3.15 m / 10.33 ft
H – PA wing (external width) 3.44 m / 11.29 ft 3.44 m / 11.29 ft

Loading Capacity

Element 12×10 m 10×8 m
Main grid (UDL) 7500 kg / 16534 lbs 2400 kg / 5291 lbs
Point loads 7900 kg / 17416 lbs 3000 kg / 6613 lbs
PA wing (CPL) 1500 kg / 3304 lbs 750 kg / 1653 lbs
Cantilever (CPL) 300 kg / 661 lbs 150 kg / 331 lbs
* See structural report for exact load positioning

Operational Specifications

Design standards DIN EN 13814 (2005)
DIN 1055-4 (Actions on structures / wind)
DIN 4113 (Aluminium structures)
DIN 18800 (Steel structures)
EN 1090 EXC2 – standard production with guy wires, instruction manual, and engineering report
Wind management Out of service: 29.6 m/s – 106 km/h – 66 mph
In service: 17.8 m/s – 64 km/h – 40 mph
* Based on 100% closed side canopies; remove if not considered in calc.
Ballast 200–5300 kg (440–11674 lbs) per tower depending on:
– Interconnected vs free-standing towers
– Canopy layout
– Stage/self-weight (may reduce ballast needs)
– Friction material under jacks, padding, subsoil
Canopy & sidewalls B1 fire-retardant canopy available – single piece or kedder profiles
Colours: Silver-grey standard; inside black or custom on request
Side nets B1-certified and Eurocode compliant
Customization Custom truss setup, dimensions, roof adjustability available upon request

Transportation Data

Stage size 12×10 m 10×8 m
Self-weight * 2100 kg / 4626 lbs 1950 kg / 4295 lbs
Transport volume * 30 m³ / 1060 ft³ 25 m³ / 882 ft³
* Packed in carton boxes and bubble foil. Final weight may vary based on configuration.

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