Lenght and Depth 34 5 x x 8.41 m Clearance (Inclined roof) 20 to m to 5.42 m Maximum Height with Banner

Transcription

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 4536 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 8.41 m Clearance (Inclined roof) 20 to m to 5.42 m Maximum Height with Banner m Type of Surface Fibreglass bonded on steel Lifting Capacity lb 5443 kg Load Bearing Capacity lb 8391 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 2500 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 714 sqft. (66 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: in N.A All rights reserved, STAGELINE MOBILE STAGE INC.

2

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 & Dimensions 1. Mass may vary depending on options. 2. Technical specifications may change without notice. 3. Drawings are not to scale. Oct_08_SL250 NG Mass & Dimensions_ADC 128.ai

4 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' 3'' (1.27 m) Extended horizontal Banner size: 46' 9'' x 4' 4'' (14.25m x 1.32m) Typical horizontal Banner size: 34' 1'' x 4' 4'' (10.39m x 1.32m) 12' (3.66 m) 21' 4'' (6.50 m) 25' 10'' (7.87m) Windwall Door 9' 10'' x 8' 2'' (3.00 m x 2.50 m) Typical, vertical Banner size: 12' x 21' 4'' (3.66m x 6.50m) 3' 6'' to 5' 3'' (1.07 m to 1.60 m) Front View with Windwall & Banner Oct_08_SL260 Front View Windwall & Banner Supports_ADC 129.ai

5 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) Extended horizontal Banner size: 46' 9'' x 4' 4'' (14.25 m x 1.32 m) Typical horizontal Banner size: 34' 1'' x 4' 4'' (10.39 m x 1.32 m) 12' (3.66 m) Typical, vertical Banner size: 12' x 21' 4' 3.66 m x 6.15 m) 21' 4'' (6.15 m) 25' 10 (7.87 m) 12' 9'' (3.28 m) Windwall Door 9' 10'' x 8' 2'' (3.00 m x 2.50 m) 6' 10'' (2.08 m) 3' 6'' to 5' 3'' (1.07 m to 1.60 m) Front View with Windwall, Banner & Covered Wings Oct_08_SL265 Front View with Banners & Covered Wings_ADC129.ai

6 30' 8'' (9.39 m) 3' 6'' (1.08 m) 4' 11'' (1.49 m) 30' 9'' (9.36 m) 18' 6'' (5.64 m) 20' (6.10 m) 19' 1'' (5.82 m) 19' 1'' (5.82 m) 18' 8'' (5.69 m) 17' 2'' (5.24 m) Windwall 18' 3'' (5.56 m) 18' 2'' (5.53 m) 17' 9'' (5.42 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

7 3' 6'' (1.08 m) 4' 11'' (1.49 m) 34' (10.38 m) 30' 9'' (9.36 m) 20' (6.10 m) 19' 1'' (5.82 m) 19' 1'' (5.82 m) 18' 8'' (5.69 m) 17' 2'' (5.24 m) Windwall 18' 3'' (5.56 m) 18' 2'' (5.53 m) 17' 9'' (5.42 m) 18' 6'' (5.64 m) Door 3' 6'' x 7' (1.07 m x 2.13 m) 3' 6'' to 5' 3'' (1.07 to 1.60m) C L 4' (1.22 m) 12' (3.66 m) 8' 6'' (2.59 m) 4' (1.22 m) Side Oct_08_SL260 View with Extension Side View with Plateforms Extension Platforms.eps

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

9 8' 9'' (2.59 m) 9' (2.74 m) * 8' 9'' (2.59 m) 20' (6.10 m) 31' 8'' (9.66 m) 6' 1'' (1.84 m) 24' (7.32 m) 4' (1.22 m) Corner post (typical) 12' (3.66 m) 12' (3.66 m) Covered section: 12' x 20' (3.66m x 6.10m) * Please refer to stage specification for nominal value 2 2 Capacity: 100 lb/ft (490 kg/m ) Floor View with Covered Wings

10 Standard Upgrade Package D 32 x 28 Other Available Configurations 24' (7.32 m) 28' (8.53 m) 28' (8.53 m) 8' (2.44 m) 56' (17.07 m) Sound Wing Deck Package B Upstage Upgrade Package E 32 x 32 24' (7.32 m) 32' (9.75 m) 28' (8.53 m) 12' (3.66 m) 48' (14.64 m) 48' (14.64 m) = 4' x 8' (1.22 m x 2.44 m) N.B. One guardrail per 4' (1.22 m) Extension Platform Layouts

11 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

12 34' (10.38 m) 3' 9'' (1.14m) Floor Extensions 4' 7'' (1.39 m) 46' 4'' (14.13 m) Roof View one Canopy Oct_08_SL260 NG Roof View with one Canopy SMS_ADC129.ai

13 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 Point Maximum Load Capacity Point No. Lb Kg P P14, P15 & P P1, P5, P6 & P2, P7 & P P 3 & P P4, P9 & P P 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. Truss T2 Rigging Pipe 19-8 (6.00 m) 7 (2.13 m) P5 P6 P7 P8 P9 P10 P9 P8 P7 P6 P (0.86 m) 3 11 (1.22 m) Total load of P14 to P17 at each side must not exceed 2225 lb (1009 Kg) when banner is installed. Total load of P14 to P17 at each side must not exceed 2500 lb (1134 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. Truss T1 C L Truss T (9.63 m) P1 P2 P3 P4 P4 P3 P2 P1 4 6 (1.83 m) 2 3 (0.70 m) 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 2000 lb (907 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 P14 P15 Front Overhang Rigging Pipe Truss T2 MAXIMUM ROOF LIFTING CAPACITY: LB (5443 KG) 3 8 P13 P12 (1.10 m) P12 P (7.50 m) MAXIMUM LOAD BEARING CAPACITY: LB (8391 KG) * *All corner posts must be installed and pinned. P14 P15 P (1.40 m) (1.01 m) (0.90 m) 2 4 (0.71 m ) 1 5 (0.44 m) Rigging Plan - Unit No. 389 and Up

14 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 Point Maximum Load Capacity Point No. Lb Kg P P14, P15 & P P1, P5, P6 & P2, P7 & P P 3 & P P4, P9 & P P 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 2225 lb (1009 Kg) when banner is installed. Total load of P14 to P17 at each side must not exceed 2500 lb (1134 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 Do not load upstage P12 to P17 whenever upstage windwall overlap rear overhang pipes LIFTING RESTRICTIONS Maximum asymmetric load difference between downstage and upstage roof panels must not exceed 2000 lb (907 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. P17 Line Array Rigging Beam P17 Side Overhang Rigging Beam P16 Rigging Pipe P16 P14 P15 Truss T1 C L Truss T1 Rigging Pipe P14 P15 Front Overhang Rigging Pipe Truss T2 Truss T2 MAXIMUM ROOF LIFTING CAPACITY: LB (5443 KG) P13 P P12 P13 (1.10m) P5 P6 P7 P8 P9 P10 P9 P8 P7 P6 P5 P1 P2 P3 P4 P4 P3 P (6.00 m) 31 7 (9.63 m) P1 3 8 P13 P12 (1.10 m) P12 P (7.50 m) Rigging Plan Reversible - Unit No. 389 and Up 7 (2.13 m) MAXIMUM LOAD BEARING CAPACITY: LB (11340 KG) * *All corner posts must be installed and pinned. P14 P15 P14 P15 P16 P17 P (1.40 m) (1.01 m) (0.90 m) 2 10 (0.86 m) 3 11 (1.22 m) 4 6 (1.83 m) 2 3 (0.70 m) 2 4 (0.71 m ) 1 5 (0.44 m)

15 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