Load Bearing Capacity lb kg. Type of Surface Fibreglass bonded on steel. Clearance (Inclined roof) 22 9 to to 7.

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1 TRAILER SPECIFICATIONS Length m Width m Height m Storage Space 38 x 4 6 x x 1.40 x 2.20 m Storage Compartment 10 x 13 x x 0.33 x 1.10 m Storage Capacity 5000 lb 2268 kg Weight lb kg STAGE FLOOR Length and Depth 40 x x m Length and Depth with Extension Platforms 64 x x m Height from Ground 3 6 to to 1.83 m Design Live Load 100 lb/ft² 490 kg/m² Type of Surface Plywood on steel ROOF Length and Depth 42 4 x x m Clearance (Inclined roof) 22 9 to to 7.76 m Maximum Height from Banners m Type of Surface Fibreglass bonded on steel Load Bearing Capacity lb kg 4 Rigging Points 2000 lb each 907 kg each 12 Rigging Points 1000 lb each 454 kg each 8 Rigging Points 500 lb each 227 kg each 2 Trusses - Central Roof (T1) 3000 lb each 1360 kg each 2 Trusses - Downstage and Upstage (T2) 2000 lb each 907 kg each 2 Lateral Overhang Rigging Points 2000 lb each at kg each at 1.83 m 2 Bi-directional Rigging Beams * 4000 lb 1814 kg PRACTICAL ASPECTS Installation Time once Levelling Complete 2.5 Hours - Less without windwalls Personnel Required 1 Certified technician and 3 stagehands 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) 2 Vertical Banner Supports * Quick to install - Offers close to 834 sqft. (77.5 m ) of promotional space Floor Extension Platforms * Integrated brackets - easy to install 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' 5" (4.09m ) 4' (1.23 m) 1' 1" (0.33 m) 2' 8'' (0.82 m) 6' 7" (2.00 m) 4' 7" (1.40 m) 6' 5" (1.96 m) 41' (12.50 m) 8' 2 (2.49 m) 50' 8'' (15.44 m) 53' (16.15 m) Mass Lb Unladen Laden Kg Lb Kg Total Mass Mass on Axle Allowable Load on Axle Mass on Gooseneck Allowable Load on Gooseneck Mass & Dimensions 1. Mass may vary depending on options. 2. Technical specifications may change without notice. 3. Drawings are not to scale.

4 Oct_08_SL320_Front View with Windwall and Banners MSR_ADC137.ai 16' (4.87 m) 72' 3'' (22.00 m) 54' 4'' (16.56 m) 6' 1'' (1.85 m) 42' 2'' (12.86 m) 6' 1'' (1.85 m) 16' (4.87 m) Windwall Typical, vertical Banner size: 16' x 26' 4'' (4.87 m x 8.03 m) 26' 4'' (8.03m) 26' 4'' (8.03 m) Door 10' 0'' x 9' 0'' (3.05 m x 2.74 m) 5' 1'' (1.56 m) 5' 1'' (1.56 m) 3' 6'' to 6' 0'' (1.07 to 1.83m) 9' 9''(2.97 m) 20' 3''(6.17 m) 40' (12.20 m) MSR 72 3 (22.00 m) 16 (4.87 m) Front View with Windwall and Banner

5 42' 4'' (12.91 m) 26' 1'' (7.95 m) 23' 3'' (7.09 m) 25' 5'' (7.76 m) 24' 4'' (7.43 m) 22' 3'' (6.78 m) 22' 9'' (6.93 m) 23' 11'' (7.30 m) Windwall Door 9'0'' x 9' 0'' (2.74 x 2.74 m) 7' 6'' (2.28 m) 3' 6'' to 6' (1.07 to 1.83 m) Downstage 15' 6'' (4.72 m) 8' 3'' (2.51 m) 39' 2'' (11.94 m) 8' 6'' (2.59 m) Side View with Windwall

6 38' (11.58 m) 36' (10.97 m) 4' 10'' (1.47 m) 39' 2'' (11.94 m) 38' (11.58 m) 16' (4.87 m) 40' (12.20 m) 64' (19.51 m) 12' (3.65 m) Downstage 2 2 Capacity: 100 lb/ft (490 kg/m ) Floor View

7 Standard Other Available Configurations 39' 2'' (11.94 m) 43' 2'' (13.16 m) 40' (12.20 m) 64' (19.50 m) 39' 2'' (11.94 m) 64' (19.50 m) = 4' x 8' (1.22 m x 2.44 m) N.B. One guardrail per 4' (1.22 m) Extension Platform Layouts

8 42' 2'' (12.86 m) 40' 9'' (12.43 m) 42' 4'' (12.91 m) 72' 3'' (22.00 m) 16' 0'' (4.88 m) Roof View with Banner

9 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. Truss T2 } } } } } 10" (0.25 m) 1' 7" (0.49 m) 4' 1" (1.25 m) 3' 5" (1.05 m) 3' 3" (1.01 m) Take note of exclusions, maximum sub-totals in a group, load balance requirements, maximum lifting capacity of roof and maximum rigging load on roof. 5' 1" (1.55 m) The maximum load on the roof is less than the sum of the maximum load on each rigging feature. Truss T1 C L 2' (0.61 m) Truss T1 P1 P2 P3 P4 P5 P4 P3 P2 P1 RIGGING RESTRICTIONS Use both P1s or P2s or P3s, P4s or P5 alone on each T1 truss. Use both P6s or P7s or P8s or P9 alone on each T2 truss. Do not load more than 1000 lb (454 kg) on each twin set of in upstage roof panel. Do not load more than 500 lb (227 kg) on each twin set of. Do not load concurrently with truss T2 when windwalls are installed. Do not load P12s concurrently with P13 to P15. s can not exceed 1000 lb when windwalls are installed. Total load of P12s to P15 must not exceed 4000 lb (1814 kg). If installing banner rigging bars, total load of P12s to P15 must not exceed 3000 lb (1360 kg). Note: Outside diameter of rigging bars and of lower chord of trusses is 2" (5 cm). P12 Truss T2 P15 P13 P6 P7 P8 P9 P8 P7 P6 } } 6' 1" 10' 6" (3.19 m) 10' 7" (3.21 m) 10' 7" (3.21 m) 10' 6" (3.19 m) (1.85 m) Downstage P13 P15 6' 1" (1.85 m) Maximum Load Bearing Capacity lb (7257 kg) Rigging Point Maximum Load Capacity Point No. Lb Kg P15 (See rigging restrictions) P P1 & P P P6, & P P4 & P P P8 & P P12 Rigging Plan - Unit No. 271 and down

10 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. 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 Truss T1 C L Truss T1 } } } } } 10" (0.25 m) 1' 7" (0.49 m) 4' 1" (1.25 m) 3' 5" (1.05 m) 3' 3" (1.01 m) 5' 1" (1.55 m) 2' (0.61 m) Use both P1s or P2s or P3s, P4s or P5 alone on each T1 truss. Use both P6s or P7s or P8s or P9 alone on each T2 truss. Do not load more than 1000 lb (454 kg) on each twin set of in upstage roof panel. Do not load more than 500 lb (227 kg) on each twin set of. Do not load s concurrently with truss T2 when windwalls are installed. Truss T2 Do not load P12s concurrently with P13 to P15. s can not exceed 1000 lb when windwalls are installed. P13 Total load of P12s to P15 must not exceed 4000 lb (1814 kg). P12 P14 If installing banner rigging bars, total load of P12s to P15 must not exceed 3000 lb (1360 kg). P15 Note: Outside diameter of rigging bars and of lower chord of trusses is 2" (5 cm). P1 P2 P3 P4 P5 P4 P3 P2 P1 P6 P7 P8 P9 P8 P7 P6 } } 6' 1" 10' 6" (3.19 m) 10' 7" (3.21 m) 10' 7" (3.21 m) 10' 6" (3.19 m) (1.85 m) Downstage P13 P14 P15 6' 1" (1.85 m) P12 Maximum Load Bearing Capacity lb (11793 kg) Rigging Point Maximum Load Capacity Point No. Lb Kg P13, P14 & P P P1 & P P P6 & P4 & P P P8 & P Rigging Plan - Unit No. 272 and up

11 40' 8" (12.40 m) 300 lb (135 kg) 300 lb (135 kg) 2000 lb (910 kg) 5300 lb (2410 kg) 500 lb (230 kg) 5.92 m (19' 5'') 2800 lb (1273 kg) 500 lb (230 kg) 2000 lb (910 kg) 6000 lb (2730 kg) 18' (5,50 m) (5' 1") 1.55 m Gooseneck C 3' 1" (0.95 m) 9' 1" (2.77 m) 5300 lb (2410 kg) 500 lb (230 kg) 9' 11" (3.02 m) 9' 10" (3.00 m) 2800 lb (1273 kg) 9' 1" (2.77 m) 500 lb (230 kg) 6000 lb (2730 kg) 10' 4" (3.16 m) 8' 4" (2.55 m) 2000 lb (910 kg) 300 lb (135 kg) 7' 8" (2.33 m) 8' 4" (2.55 m) 300 lb (135 kg) 2000 lb (910 kg) 6' 8" (2.04 m) 1' 6" (0.46 m) 9' 1" (2.78 m) 9' 5" (2.86 m) 9' 5" (2.86 m) 9' 1" (2.78 m) Downstage : Floor stabilizers, extension and levelling jacks. Note: For additional live load information, refer to Stageline technical department. Dead Load Ground Support