Lifting Capacity 8000 lb 3626 kg. Type of Surface Fibreglass bonded on steel. Clearance (Inclined roof) 18 1 to m to 5.

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1 TRAILER SPECIFICATIONS Length m Width m Height m Storage Space 31 7 x 5 8 x x 1.75 x 2.35 m Storage Compartment 10 x 13 x x 0.33 x 1.10 m Storage Capacity lb 4570 kg Weight lb kg STAGE FLOOR Length and Depth 32 x x 7.32 m Length and Depth with Extension Platforms 56 x x 9.75 m Height from Ground 3 6 to to 1.60 m Design Live Load 100 lb/ft² 490 kg/m² Type of Surface Plywood on steel ROOF Lenght and Depth 34 5 x x 8.40 m Clearance (Inclined roof) 18 1 to m to 5.16 m Maximum Height with Banner m Type of Surface Fibreglass bonded on steel Lifting Capacity 8000 lb 3626 kg Load Bearing Capacity lb 7938 kg 6 Rigging Points 1000 lb each 454 kg each 4 Rigging Bars 30 lb/lin. ft 45 kg/lin. m 4 Trusses - Central Roof (2), & Upstage 2000 lb each or 30 lb/lin. ft 907 kg each or 45 kg/lin. m 2 Front Overhang Extensions (1.4 m) 750 lb each at kg each at 1.08 m 2 Front Overhang Extensions - 8 (2.4 m) 350 lb each at kg each at 1.08 m 2 Lateral Overhang Rigging Beams 2000 lb each at kg each at 1.93 m PRACTICAL ASPECTS Installation Time once Levelling Complete 1.5 Hour - Less without windwalls Personnel Required 1 Certified technician and 1 stagehand Site Preparation None Heavy Machinery Required None Mode of Transportation 1 Fifth-wheel tractor Gust Wind Resistance 60 mph (97 km/h) with windwall or 90 mph (145 km/h) without windwall Promotional Visibility * Rolling billboard or multiple banner options Windwalls * Weatherproof - fire retardant vinyl or scrim (blow-through material) Vertical and Horizontal Banner Supports * Quick to install - Offers close to 632 sqft. (58.7 m 2 ) of promotional space Floor Extension Platforms * Integrated brackets - easy to install Line Array Rigging Beams * Reversible, slides down and crosses over overhang rigging beams Values indicated are nominal. Due to STAGELINE S product improvement policy, technical specifications may change without notice. Please refer to rigging plan. * Offered in option. Fax: info@stageline.com in N.A All rights reserved, STAGELINE MOBILE STAGE INC.

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3 13' 2'' (4.01 m) 4' (1.22 m) 14" (0.35 m) 6' 7" (2.01 m) 36' 7" (11.16 m) 4' 7" (1.4 m) 6' 3" (1.92 m) 8' 2" (2.49 m) 1' 5'' (0.44 m) 44' 9'' (13.64 m) 46' 3" (14.10 m) Mass Total Mass Mass on Axle Lb Unladen Laden Kg Lb Kg Allowable Load on Axle Mass on Gooseneck Allowable Load on Gooseneck Mass may vary depending on options. 2. Technical specifications may change without notice. 3. Drawings are not to scale. Mass & Dimensions Oct_08_SL250 NG Mass & Dimensions_ADC 128.ai

4 Oct_08_SL250 Front View Windwall & Banner Supports_ADC 128.ai Extended horizontal Banner size: 46' 9'' x 4' 4'' (14.25m x 1.32m) Typical horizontal Banner size: 34' 1'' x x 4' 4'' (10.39m x 1.32m) 58' 9'' (17.91 m) Extended horizontal 46' 9'' (14.25 m) Typical horizontal 34' 1'' (10.39 m) 9' 3'' (2.82 m) 8' 9'' (2.67 m) 8' 9'' (2.67 m) 4 11'' (1.49 m) 12' (3.66 m) Typical, vertical Banner size: 12' x 20' 2'' (3.66 m x 6.15 m) Windwall 20' 2'' (6.15 m) 24' 8'' (7.53 m) Door 9' 10'' x 8' 2'' (3.00 m x 2.50 m) 3' 6'' to 5' 3'' (1.07 m to 1.60 m) 32' (9.75 m) Front View with Windwall & Banner Date: ADC_no.129

5 30' 8'' (9.39 m) 3' 6'' (1.08 m) 4' 11'' (1.49 m) 29' 7'' (9.01 m) 17' 9'' (5.40 m) 18' 11'' (5.77 m) 18' 1'' (5.50 m) 18' 1'' (5.50 m) 17' 8'' (5.37 m) Windwall 17' 3'' (5.26 m) 17' 2'' (5.24 m) 16' 9'' (5.11 m) Door 3' 6'' x 7' (1.07 m x 2.13 m) 3' 6'' to 5' 3'' (1.07 to 1.60 m) C L 4' 2'' (1.28 m) 12' (3.66 m) 24' (7.32 m) 8' 6'' (2.59 m) Side View with Windwall & Banner

6 8' 9'' (2.59 m) 9' (2.74 m) 24' (7.32 m) 31' 8'' (9.66 m) 6' 1'' (1.84 m) Corner post (typical) 8' (2.44 m) 8' (2.44 m) 32' (9.75 m) 2 2 Capacity: 100 lb/ft (490 kg/m ) 8' (2.44 m) Floor View

7 Standard Other Available Configurations 24 (7.32 m) 24 (7.32 m) 48' (14.64 m) 32' (9.75 m) 28' (8.53 m) 28' (8.53 m) 32' (9.75 m) 32' (9.75 m) = 4' x 8' (1.22 m x 2.44 m) N.B. One guardrail per 4' (1.22 m) Extension Platform Layouts

8 34' 5'' (10.50 m) 9' 9'' (2.98 m) 7' 11'' (2.42 m) 27' 7'' (8.39 m) 9' 9'' (2.98 m) 3' 6'' (1.08 m) 2' 4'' (0.71 m) 2' 1'' (0.64 m) 6' 4'' (1.93 m) 4' 9'' (1.44 m) 8' (2.44 m) C 1' 5'' L (0.44 m) 12' 4'' (3.75 m) 12' (3.66 m) 58' 9'' (17.92 m) Roof View

9 32' 3'' (9.84 m) 3' 9'' (1.14 m) Floor Extensions 4' 7'' (1.39 m) 46' 4'' (14.13 m) Roof View with one Canopy

10 Rigging Point Maximum Load Capacity A thorough understanding of the inter-related loadings shown in this rigging plan is needed in order to safely use this mobile stage roof and to take full advantage of the many rigging opportunities it offers. This mobile stage roof offers a variety of rigging options with regard to load capacity, placement and type. There are trusses, rigging pipes, front overhang rigging pipes, side overhang rigging beams, line array rigging beams and roof rigging points. Point No. Kg Lb P15, P16 & P P1, P5, P6, & P P2 & P P3 & P P4, P9, P10 & P P This rigging plan locates and defines these rigging features, includes load capacity for each and describes maximum combinations of loads amongst features. Take note of exclusions, maximum sub-totals in a group, load balance requirements, maximum lifting capacity of roof and maximum rigging load on roof. The maximum load on the roof is less than the sum of the maximum load on each rigging feature. RIGGING RESTRICTIONS Truss T2 Rigging Pipe P5 P6 P7 P8 P9 P10 P9 P8 P7 P6 P5 19' 8'' (6.00 m) 7' (2.13 m) 2' 10'' (0.86 m) 3' 11'' (1.22 m) Use both P1s, P2s, P3s, etc. or P10 alone or 30 lb/lin. ft (45 kg/lin. m) Total load of both P12s and both P13s must not exceed 1000 lb (454 Kg). Load on each P12 must be uniformly distributed. Load on each P13 must be uniformly distributed or concentrated to steel hook. Total load of P14 to P17 at each side must not exceed 1750 lb (794 Kg) when banner is installed. Truss T1 C L Truss T1 31' 7'' (9.63 m) P1 P2 P3 P4 P4 P3 P2 P1 4' 6'' (1.83 m) 2' 3'' (0.70 m) Total load of P14 to P17 at each side must not exceed 2000 lb (908 Kg) when banner support is NOT installed. Never use P17 concurrently with P14 or P15 at a given side. Never use rigging pipes concurrently with s. Do not load more than 30 lb/lin. ft (45 kg/lin. m) per rigging pipes. Maximum asymmetric load difference between downstage and upstage roofs must not exceed 2600 lb (1179 kg). Do not load downstage roof panel with more than 250 lb (113 Kg) when corner post are in a 45 degres angle Side Overhang Rigging Beam P17 Line Array Rigging Beam Rigging Pipe P16 P14 P15 Truss T2 3' 6'' P13 P12 (1.08 m) P12 P13 P14 P15 P17 2' 4'' (0.71 m ) 1' 5'' (0.44 m) Notes: Outside diameter of rigging bars and of lower chord of trusses is 2 (5 cm). Distance between rigging pipe and roof is 4 (10 cm). Distance between each lower chord node on T1 is 3 4 (1.00 m). Distance between each lower chord node on T2 is 1 8 (0.50 m). Line array rigging beams are reversible. Front Overhang Rigging Pipe MAXIMUM ROOF LIFTING CAPACITY: 8000 LB (3930KG) Rigging Plan - Unit No. 250 & ' 7''(7.50 m) 4' 7'' (1.40 m) 3' 3'' 2' 11'' (1.00 m) (0.90 m) MAXIMUM LOAD BEARING CAPACITY: LB (5443KG) *All corner posts must be installed and pinned.

11 Rigging Point Maximum Load Capacity A thorough understanding of the inter-related loadings shown in this rigging plan is needed in order to safely use this mobile stage roof and to take full advantage of the many rigging opportunities it offers. This mobile stage roof offers a variety of rigging options with regard to load capacity, placement and type. There are trusses, rigging pipes, front overhang rigging pipes, side overhang rigging beams, line array rigging beams and roof rigging points. Point No. Lb Kg P14, P15, P16 & P P1, P5, P6 & P2 & P P 3 & P P4, P9, P10 & P P This rigging plan locates and defines these rigging features, includes load capacity for each and describes maximum combinations of loads amongst features. Take note of exclusions, maximum sub-totals in a group, load balance requirements, maximum lifting capacity of roof and maximum rigging load on roof. The maximum load on the roof is less than the sum of the maximum load on each rigging feature. RIGGING RESTRICTIONS Use both P1s, P2s, P3s, etc. or P10 alone or 30 lb/lin. ft (45 kg/lin. m) Total load of both P12s and both P13s must not exceed 1000 lb (454 Kg). Load on each P12 must be uniformly distributed. Load on each P13 must be uniformly distributed or concentrated to steel hook. Total load of P14 to P17 at each side must not exceed 1750 lb (794 Kg) when banner is installed. Truss T2 Rigging Pipe Truss T1 C L Truss T1 P5 P6 P7 P8 P9 P10 P9 P8 P7 P6 P5 19' 8'' (6.00 m) 7' (2.13 m) 31' 7'' (9.63 m) P1 P2 P3 P4 P4 P3 P2 P1 2' 10'' (0.86 m) 3' 11'' (1.22 m) 4' 6'' (1.83 m) 2' 3'' (0.70 m) Total load of P14 to P17 at each side must not exceed 2000 lb (908 Kg) when banner support is NOT installed. Never use P17 concurrently with P14 or P15 at a given side. Never use rigging pipes concurrently with s. Do not load more than 30 lb/lin. ft (45 kg/lin. m) per rigging pipes. Maximum asymmetric load difference between downstage and upstage roof panels must not exceed 2600 lb (1179 kg). Do not load downstage roof panel with more than 250 lb (113 Kg) when corner post are in a 45 degres angle Side Overhang Rigging Beam P17 Line Array Rigging Beam Rigging Pipe P16 P14 P15 Truss T2 3' 6'' P13 P12 (1.08 m) P12 P13 P14 P15 P17 2' 4'' (0.71 m ) 1' 5'' (0.44 m) Notes: Outside diameter of rigging bars and of lower chord of trusses is 2 (5 cm). Distance between rigging pipe and roof is 4 (10 cm). Distance between each lower chord node on T1 is 3 4 (1.00 m). Distance between each lower chord node on T2 is 1 8 (0.50 m). Line array rigging beams are reversible. Front Overhang Rigging Pipe MAXIMUM ROOF LIFTING CAPACITY: 8000 KG (3930 KG) Rigging Plan - Unit No. 257 to ' 7''(7.50 m) 4' 7'' (1.40 m) 3' 3'' 2' 11'' (1.00 m) (0.90 m) MAXIMUM LOAD BEARING CAPACITY: LB (5443 KG) * *All corner posts must be installed and pinned.

12 A thorough understanding of the inter-related loadings shown in this rigging plan is needed in order to safely use this mobile stage roof and to take full advantage of the many rigging opportunities it offers. This mobile stage roof offers a variety of rigging options with regard to load capacity, placement and type. There are trusses, rigging pipes, front overhang rigging pipes, side overhang rigging beams, line array rigging beams and roof rigging points. This rigging plan locates and defines these rigging features, includes load capacity for each and describes maximum combinations of loads amongst features. Rigging Point Maximum Load Capacity Point No. Lb Kg P14, P15, P16 & P P1, P5, P6 & P2, P7 & P P 3 & P P4, P9 & P P Take note of exclusions, maximum sub-totals in a group, load balance requirements, maximum lifting capacity of roof and maximum rigging load on roof. The maximum load on the roof is less than the sum of the maximum load on each rigging feature. Truss T2 19' 8'' (6.00 m) P5 P6 P7 P8 P9 P10 P9 P8 P7 P6 P5 7' (2.13 m) 2' 10'' (0.86 m) RIGGING RESTRICTIONS Use both P1s, P2s, P3s, etc. or P10 alone or 30 lb/lin. ft (45 kg/lin. m) Total load of both P12s and both P13s must not exceed 1500 lb (680 Kg). Load on each P12 must be uniformly distributed. Load on each P13 must be uniformly distributed or concentrated to steel hook. Total load of P14 to P17 at each side must not exceed 1750 lb (794 Kg) when banner is installed. Total load of P14 to P17 at each side must not exceed 2000 lb (908 Kg) when banner support is NOT installed. Never use P17 concurrently with P14 or P15 at a given side. Never use rigging pipes concurrently with s. Do not load more than 30 lb/lin. ft (45 kg/lin. m) per rigging pipes. Do not load downstage roof panel with more than 250 lb (113 Kg) when corner post are in a 45 degres angle LIFTING RESTRICTIONS Maximum asymmetric load difference between downstage and upstage roof panels must not exceed 2600 lb (1179 kg). Notes: Outside diameter of rigging bars and of lower chord of trusses is 2 (5 cm). Distance between rigging pipe and roof is 4 (10 cm). Distance between each lower chord node on T1 is 3 4 (1.00 m). Distance between each lower chord node on T2 is 1 8 (0.50 m). Line array rigging beams are reversible. Side Overhang Rigging Beam P17 Line Array Rigging Beam Rigging Pipe P16 Truss T1 C L Truss T1 Rigging Pipe P14 P15 Front Overhang Rigging Pipe Truss T2 MAXIMUM ROOF LIFTING CAPACITY: 8000 LB (3626 KG) P1 P2 P3 P4 P4 P3 P2 31' 7'' (9.63 m) P1 3' 6'' P13 P12 (1.08 m) P12 P13 24' 7''(7.50 m) 3' 11'' (1.22 m) 4' 6'' (1.83 m) 2' 3'' (0.70 m) MAXIMUM LOAD BEARING CAPACITY: LB (7938 KG)* *All corner posts must be installed and pinned. P14 P15 P17 4' 7'' (1.40 m) 3' 3'' 2' 11'' (1.00 m) (0.90 m) 2' 4'' (0.71 m ) 1' 5'' (0.44 m) Rigging Plan - Unit No. 357 and up

13 10' 7'' (3.23 m) 10' 3'' (3.13 m) 10' 7'' (3.23 m) 3'' (0.08 m) 1600 lb (730 kg) 650 lb (295 kg) 650 lb (295 kg) 1600 lb (730 kg) Gooseneck 4000 lb (1820 kg) 3100 lb (1410 kg) 17' (5.18 m) 4200 lb (1910 kg) 2' 6'' (0.76 m) 11' 3'' (3.42 m) 4'' (0.09 m) 4000 lb (1820 kg) 3100 lb (1410 kg) 4200 lb (1910 kg) 2000 lb (910 kg) 650 lb (295 kg) 650 lb (295 kg) 2000 lb (910 kg) : Floor stabilizers, extension et levelling jacks. Note: For additional live load information, refer to Stageline technical department. Dead Load Ground Support