SL100 Mix Specs

SL100 Mix Isometric View
Wind Walls Not Shown for Clarity
Scale : 1/8" = 1 ft 0 in
Staging Notes
1.
2.
3.
4.
5.
6.
7.
8.
9.
SL100 Mix Closed View
Scale : 3/32" = 1 ft 0 in
0
5
10
15
SL100 Mix Information:
14'-6" high Downstage Roof Trim
800 lbs. Outrigger Arms for Sound System (Once All Corner Post are Installed)
6,500 lbs Load over Entire Roof
(1) 7 Step Adjustable Stairs w/ Handrail Pair
Fire Retardant Gray Wind Wall on ALL sides
NO Vehicles may Come in Contact with the Stage
All Rigging Must be Approved by ET Tech
All Rigging Must be Installed while ET is on Site
All Custom Signage MUST be Constructed of 70% Mesh Material
All Scrims and Skins MUST be lowered if Wind Speeds Exceed 45 MPH
See SL100 Mix Mobile Stage Rigging Plot for Load Weights and Rigging Restrictions
20 FT
TITLE
SHOW DATE
Stageline SL100 Mix Specifications
VENUE
The data in this document incorporates proprietary rights of
Event Tech. Any party accepting this document does so in
confidence and agrees that it shall not be duplicated in
whole or in part, nor disclosed to others without the express
written permission of Event Tech.
JOB #
DRAWING
SL100 Mix
CAD FILE NAME
SL100 Mix Specs.vwx
SCALE
pg
1 of 8
1/16" = 1 ft 0 in
DATE
DRAWN BY
4/2/14
J. Miller
20'-0"
7'-0"
6'-0"
7'-0"
6'-10"
2'-4"
4'-6"
8"
22'-8"
8"
2'-8"
24'-0"
2'-3"
28'-11"
SL100 Mix Floor Plan
Capacity 100lbs / sq.ft.
Scale : 1/8" = 1 ft 0 in
0
5
10
15
20 FT
TITLE
SHOW DATE
Stageline SL100 Mix Specifications
VENUE
The data in this document incorporates proprietary rights of
Event Tech. Any party accepting this document does so in
confidence and agrees that it shall not be duplicated in
whole or in part, nor disclosed to others without the express
written permission of Event Tech.
JOB #
DRAWING
Floor Plan
CAD FILE NAME
SL100 Mix Specs.vwx
SCALE
pg
2 of 8
1/8" = 1 ft 0 in
DATE
DRAWN BY
4/2/14
J. Miller
FOH Pipe
No Step
23'-9"
7'-0"
7'-8"
23'-10"
19'-10"
Ladder to Roof Top
No Step
Canopy
No Step
Canopy
24'-0"
25'-0"
SL100 Mix Roof View
Scale : 1/8" = 1 ft 0 in
0
5
10
15
20 FT
TITLE
SHOW DATE
Stageline SL100 Mix Specifications
VENUE
The data in this document incorporates proprietary rights of
Event Tech. Any party accepting this document does so in
confidence and agrees that it shall not be duplicated in
whole or in part, nor disclosed to others without the express
written permission of Event Tech.
JOB #
DRAWING
Roof View
CAD FILE NAME
SL100 Mix Specs.vwx
SCALE
pg
3 of 8
1/8" = 1 ft 0 in
DATE
DRAWN BY
4/2/14
J. Miller
25'-7"
7'-6"
26'-2"
6'-0"
Wind Wall Window
3'-6"
18'-1"
12'-0"
24'-0"
1'-7" or 2'7"
SL100 Mix Front View
Scale : 1/8" = 1 ft 0 in
0
5
10
15
20 FT
TITLE
SHOW DATE
Stageline SL100 Mix Specifications
VENUE
The data in this document incorporates proprietary rights of
Event Tech. Any party accepting this document does so in
confidence and agrees that it shall not be duplicated in
whole or in part, nor disclosed to others without the express
written permission of Event Tech.
JOB #
DRAWING
Front View
CAD FILE NAME
SL100 Mix Specs.vwx
SCALE
pg
4 of 8
1/8" = 1 ft 0 in
DATE
DRAWN BY
4/2/14
J. Miller
7'-7"
7'-4"
22'-1"
14'-6" (T2)
3'-6"
7'-0"
12'-9" (T1)
13'-3"(T2)
11'-5"
Wind Wall Door
14'-7"
25'-7"
5'-7"
3'-6"
1'-7" or 2'-7"
19'-10"
SL100 Mix Right View
Scale : 1/8" = 1 ft 0 in
0
5
10
15
20 FT
TITLE
SHOW DATE
Stageline SL100 Mix Specifications
VENUE
The data in this document incorporates proprietary rights of
Event Tech. Any party accepting this document does so in
confidence and agrees that it shall not be duplicated in
whole or in part, nor disclosed to others without the express
written permission of Event Tech.
JOB #
DRAWING
Side View
CAD FILE NAME
SL100 Mix Specs.vwx
SCALE
pg
5 of 8
1/8" = 1 ft 0 in
DATE
DRAWN BY
4/2/14
J. Miller
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 a rigging pipe, trusses, roof rigging points and side overhang rigging beams.
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.
TRUSS T2
P6
P8 P9
P10
P9 P8
P7
P6
TRUSS T1
MAXIMUM ROOF LIFTING CAPACITY: 3800 lb
LIFTING RESTRICTIONS
Total load on T2 and P12s must not exceed 500 lbwhen using downstage P11s.
Total load on T2 and P12s can be increased to 850 lb if not using downstage P11s.
Except for P10, all rigging points on T2 must be used in pairs such that total load will be evenly divided.
Maximum assymetric load difference between downstage and upstage roof must not exceed 850 lb
P1
3'-0"
P2
P3
P4
P5
P4
P3
P2
P1
7'-9"
9'-5"
7'-9"
FOH
MAXIMUM LOAD BEARING CAPACITY: 6500 lb*
*With all 4 corner posts installed and telescopic columns pinned.
3'-0"
FOH
P12
P12
TRUSS T2
3'-11"
RIGGING RESTRICTIONS
Use P1s,P2s,P3s,P4s OR P5 on each T1 truss, maximum load of 1250lb.
Use P6s,P7s,P8s,P9s or P10 on each T2 truss, maximum load of 500lb.
Do not load more than 30 lb/lin. ft on rigging pipe.
All loads should be uniformly distributed.
Do not load more than 250 lb concurrently on P6s to P12s
When downstage corner posts are replaced by cylinder lock.
P11
5'-3"
P11
TRUSS T1
6'-4"
SL100 Mix Position: do not rig on T1 trusses.
**Loads on P12s can be increased to 800 lb once all corner posts have been installed.
Max. of 125 lb can be loaded at any place along each FOH pipe.
T2 capacity must be reduce to account for these loadings.
Load Cap.
125 Lbs
625 Lbs
625 Lbs
625 Lbs
500 Lbs
500 Lbs
250 Lbs
250 Lbs
250 Lbs
175 lbs.
175 lbs
350 lbs.
425 lbs.
5'-3"
TRUSS T1
P11
P11
3'-11"
Point ID
FOH
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P7
TRUSS T2
SL100 Mix Rig Plot
Scale : 1`/8" = 1 ft 0 in
0
5
10
15
20 FT
TITLE
SHOW DATE
Stageline SL100 Mix Specifications
VENUE
The data in this document incorporates proprietary rights of
Event Tech. Any party accepting this document does so in
confidence and agrees that it shall not be duplicated in
whole or in part, nor disclosed to others without the express
written permission of Event Tech.
JOB #
DRAWING
Rig Plot
CAD FILE NAME
SL100 Mix Specs.vwx
SCALE
pg
6 of 8
3/32" = 1 ft 0 in
DATE
DRAWN BY
4/2/14
J. Miller
450 lbs
100 lbs
450 lbs
1000 lbs
1500 lbs
1500 lbs
450 lbs
100 lbs
1500 lbs
1500 lbs
1000 lbs
100 lbs
100 lbs
450 lbs
Floor Stabilizers, Aluminum Extensions and Solid Steel Leveling Jacks
SL100 Mix Ground Support Capacity
Scale : 1/8" = 1 ft 0 in
TITLE
0
5
10
15
20 FT
SHOW DATE
Stageline SL100 Mix Specifications
VENUE
The data in this document incorporates proprietary rights of
Event Tech. Any party accepting this document does so in
confidence and agrees that it shall not be duplicated in
whole or in part, nor disclosed to others without the express
written permission of Event Tech.
JOB #
DRAWING
Ground Support Cap. pg
CAD FILE NAME
SL100 Mix Specs.vwx
SCALE
7 of 8
1/8" = 1 ft 0 in
DATE
DRAWN BY
4/2/14
J. Miller
12'-2"
26'-3"
22'-0"
9'-212"
3'-0"
6'-11"
34'-9"
8'-0"
SL100 Mass and Dimensions Front View
SL100 Mass and Dimensions Right View
Scale : 1/8" = 1 ft 0 in
Scale : 1/8" = 1 ft 0 in
8'-0"
34'-9"
MASS
26'-3"
Unladen
Total Mass
SL100 Mass and Dimensions Top View
Scale : 1/8" = 1 ft 0 in
Laden
10, 865 lbs
Mass on Axle
Allowable Load on Axle
8,845 lbs
Mass on Hitch
Allowable Load on Hitch
1,840 lbs
15,000 lbs
14,000 lbs
3,750 lbs
TITLE
SHOW DATE
Stageline SL100 Mix Specifications
VENUE
The data in this document incorporates proprietary rights of
Event Tech. Any party accepting this document does so in
confidence and agrees that it shall not be duplicated in
whole or in part, nor disclosed to others without the express
written permission of Event Tech.
JOB #
DRAWING
Mass & Dimensions
CAD FILE NAME
SL100 Mix Specs.vwx
SCALE
pg
8 of 8
1/8" = 1 ft 0 in
DATE
DRAWN BY
4/2/14
J. Miller

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