RENTAL DIVISION - DIVISION LOCATION...5.79m to 6.02m 7'-10" 2.39m Door 9' 10" x 8' 2" (3.00 x 2.50m)...

RENTAL DIVISION - DIVISION LOCATION

SL100 units #218 to 945

technical drawingS 2020

stageline.com I [email protected]

tech_drawings-l-SL100_no218to945-001-2020 1

1.14m

3'-9"

0.27m

11"

3'-6"

1.06m

11'-1"

3.37m

10.66m

35'-0"

3'-0"

0.92m

2.09m

6'-10"

25'-0"

7.62m

6'-11"

2.10m

8'-0"

2.43m

Lbs Kg Lbs Kg Lbs KgTotal Mass 8752 3970 10604 4810 15000 6804Mass on Axle 7496 3400 9171 4160 14000 6350Mass on Hitch 1257 570 1433 650 3750 1701

Mass SL100 #599 and up

Unladen Standard Equipment Maximum Capacity

© 2020 - All rights reserved, Stageline Mobile Stage Inc. Any and all forms of adaptation or reproduction of this document including the plans and drawings, in whole or in part, are strictly forbidden without the written authorisation of Stageline Mobile Stage Inc. Mass may vary depending on options. Technical specifications may change without notice. Stage specifications are subject to change without notice. Figures are nominal.

Drawings may show stage equipped with optional accessories. May be sold separately.

SL100RENTAL DIVISION - DIVISION LOCATION

Mass & Dimensions

Trailer HitchKingPin / Fifth Wheel

Units No. 218 to 945



8'-3"

2.51m

6'-6"

1.98m

6'-0"

1.83m

4'-1"

1.24m

4.88m

16'-0"

3' 6" to 4' 3"

1.07m to 1.30m

19'-0" to 19'-9"

5.79m to 6.02m

7'-10"

2.39m

Door

9' 10" x 8' 2"(3.00 x 2.50m)

Door

9' 10" x 8' 2"(3.00 x 2.50m)

40'-0"

12.20m

3.66m

12'-0"

2.43m

8'-0"

24'-6"

7.47m

24'-0"

7.32m

37'-6"

11.43m




front view

WINDWALL

BANNER (For dimensions, please refer to Banner Book)




23'-0" to 23'-9"

7,01m to 7,24m

13'-3"

4.04m

P11

4.21m

13'-10"

8.10m

14'-5"P11

4.40mT2

3'-6" to 4'-3"

1.07m to 1.30m

0.75m

2'-6"

14'-2"

4.32m

26'-7"

T112'-9"

3.88m

2.13m)

Windwall

Door3' 6" x 7' 0"

(1.07 x

Downstage

0.99m

3'-3"

7.09m

23'-3"

6.11m

20'-0"

1.17m

3'-10"

T214'-6"

4.41m

15'-8"

4.78m




Side view

WINDWALL




7'-8"

2.34m

8'-0"

2.45m

24'-11"

7.59m

2.13m

7'-0"

0.91m

3'-0"

7'-0"

2.13m

37'-6"

11.43m

23'-8"

7.21m

27'-0"

8.22m

25'-5"

7.76m




Roof view

DOWNSTAGE




Downstage

Upstage

0.86m

2.13m

2'-10"

6.09m

20'-0"

7'-0"

7'-0"

2.13m

7.32m

24'-0"

6'-0"

1.83m

8.86m

29'-1"

2'-3"

0.68m




floor view

CAPACITY: 100lbs/ft² (490kg/m²)




5.84m

3.66m

12'-0" 12'-0"

3.66m

19'-2"

1.63m

5'-4"

0.63m

2'-1"

2.91m

9'-7"

2.42m

7'-11"

2.44m

8'-0"

2.42m

7'-11"

1.26m

4'-2"

7.27m

23'-10"

0.03m

1" 6"

0.14m

(455 kg)

1500 lb

1000 lb

(680 kg)

(680 kg)1500 lb1500 lb(680 kg)

Floor stabilizers, extensions and levelling jacks

100 lb(45 kg)

100 lb(45 kg)

100 lb(45 kg)

450 lb(250 kg)

450 lb(250 kg)

450 lb(250 kg)

450 lb(250 kg)

100 lb(45 kg)

1000 lb(455 kg)

1500 lb(680 kg)




Dead load ground suppport

FLOOR STABILIZERS, EXTENSIONS AND LEVELLING JACKS




8'-0"

2.44m

12.19m

40'-0"

2.44m

8'-0"

20'-0"

6.11m

Standard Configurations

24'-0"

7.32m

20'-0"

6.11m

24'-0"

7.32m




extension platform layouts

PLATFORM




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 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 rigging pipes, 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.

Refer to Operator’s Manual for procedures in regards to proper setup and setup methods of the stage and its options.

RIGGING PLAN 1/4

05/12/2008

JIG:VÉRIFICATEUR:

POIDS (Kg)

DATE:

MODÈLEASSEMBLAGE

ACCESSOIRES STANDARDS

TRAITEMENT:

RÉVISION

700, rue Marsolais

Fax: (450) 589-1711L'Assomption (Québec)

STAGELINE MOBILE STAGE inc.

www.stageline.com

SL 100

Tél: (450) 589-1063

1-800-26-STAGE

Valérie Roy

DATE:

CONÇU:

Canada J5W 2G9 DATE:APPROUVÉ:

#TRAITEMENT:

SL 100

RÉV:

14- All rights reserved, Stageline Mobile Stage inc. Confidential2015

DESSIN N°

CC 2015 - Tous droits réservés, Stageline Mobile Stage inc. Confidentiel

unit 218 & 219

The information contained in the current document is final and must be considered as such. They are derived from design briefs and summarized to help the user plan rigging configurations safely. It is therefore mandatory that the user follows and respects the capabilities and limitations described herein. Overloading of stage components above their specified capacity may result in structural failure, equipment damage, injury or death. Stageline cannot be held responsible if the user, himself or subcontractors under his supervision, derogate from this document and/or the approved rigging plan. If a desired configuration cannot meet these requirements, the user must contact Stageline to analyse the case and obtain further instructions. Special restrictions and limitations may apply.

Certain authorities may require that a rig configuration plan, signed and sealed by a recognized member of a professional body, be available to allow the stage to be setup on their territory. This document was not intended to and cannot be used or considered as an official document or certificate to serve this purpose. Contact responsible authorities or Stageline for details.






RIGGING PLAN 2/4

0" 0.00m

-1'-8" 0.51m

2'-2" 0.65m

7'-4" 2.23m

12'-9" 3.88m

17'-11" 5.47m

20'-0" 6.11m

21'-10" 6.64m

-12

'-5

"3

.79

m

-15

'-6

"4

.74

m

12

'-5

"3

.79

m

15

'-6

"4

.74

m

-1

'-0

"0

.30

m

-2

'-0

"0

.61

m

1.8

3m

-6

'-0

"

-4

'-0

"1

.22

m

-4

'-8

"1

.43

m

2.8

6m

9

'-5

"

1

'-0

"0

.30

m

2

'-0

"0

.61

m

3

'-0

"0

.91

m

4

'-0

"1

.22

m

4

'-8

"1

.43

m

6

'-0

"1

.83

m

-1

'-1

1"

0.5

7m

-3

'-9

"1

.15

m

-7

'-6

"2

.29

m

-9

'-5

"2

.87

m

1

'-1

1"

0.5

7m

3

'-9

"1

.15

m

7

'-6

"2

.29

m

-3

'-0

"0

.91

m

-9

"0

.24

m

-2

'-4

"0

.72

m

-3

'-1

1"

1.2

0m

-4

'-8

"1

.43

m

3.1

2m

1

0'-3

"2.1

6m

-7

'-1

"

9

"0

.24

m

2

'-4

"0

.72

m

3

'-1

1"

1.2

0m

4

'-8

"1

.43

m

7

'-1

"2

.16

m

-1

0'-3

"3

.12

m

Truss T1

CL

Truss T2

Truss T1

Truss T2

05/12/2008

MODÈLE

SL 100ASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais


DATE:STAGELINE MOBILE STAGE inc.

Tél: (450) 589-1063

Canada J5W 2G9 1-800-26-STAGE

Valérie Roy

www.stageline.com

CONÇU:

VÉRIFICATEUR:

DATE:APPROUVÉ:

DATE:JIG: POIDS (Kg)

#TRAITEMENT:

2015 - All rights reserved, Stageline Mobile Stage inc. ConfidentialC 2015C

DESSIN N°

SL 100

RÉV:

14- Tous droits réservés, Stageline Mobile Stage inc. Confidentiel

P5

P14P14'

Rigging pipe

P11'

P11P11'

P10 P9 P8 P7 P6P10'P9'P8'P7'P6'

P12'

P4 P3 P2 P1P4'P3'P2'P1'

P12

P11

ROOF

FLOOR

unit 218 & 219

Rigging Restrictions• MAXIMUM LOAD BEARING CAPACITY: 4800 lb (2177 kg).

All corner posts must be installed and pinned, and telescopic columns pinned and secured.

• Total loads on P12s is 200 lb (91 kg) once all corner posts have been installed and lateral banners are installed. Capacity can be increased to 500 lb (227 kg) if all corner posts are installed and lateral banners are not installed.

• Do not load more than 250 lb (115 kg) on downstage roof pannel, when corner posts are replaced by cylinder locks (Cylinder locks can only be used on the downstage roof panel).

• Load any number of P14s on rigging pipe, symmetrically, at positions shown on diagram, or use P11s.

LIFTING RESTRICTIONS• MAXIMUM ROOF LIFTING CAPACITY: 3800 lb (1725 kg)

• Maximum asymmetric load difference between downstage and upstage roof must not exceed 1550 lb (705 kg) including loads on T1 trusses.

• When lifting, make sure loads are evenly divided between right and left side of roof.

• Total load on T2 and P12s must not exceed 500 lb (227 kg) when using downstage P11s or rigging pipe. Total load can be increased to 850 lb (386 kg) if not using downstage P11s or rigging pipe.






RIGGING PLAn 3/4

* * Valid for symmetric loads only. In other cases, contact Stageline for assistance.

weight-loading-at-points1.png (Image PNG, 794 × 1123 pixels) - Redime... http://www.hirehop.co.uk/blog/wp-content/uploads/sites/4/2013/09/weigh...

1 sur 1 2015-11-05 11:49

UDL CHARTMAXIMUM LOAD CAPACITY

Point No. Lbs Kg Point No. Lbs Kg

P1, P2, P3 350 160 P12 425 190

P4, P5, P6, P7, P8 250 115 P14 30 13

P9 175 80

P10 90 41

P11 350 160

Load P1Capacity P1

Load P2Capacity P2

Load P3Capacity P3

Load P4Capacity P4

Load P5Capacity P5+ + + + < 1.00Truss T1* * :

Load P6Capacity P6

Load P7Capacity P7

Load P8Capacity P8

Load P9Capacity P9


unit 218 & 219

P4

'

-1'-1

1" P

5

0,5

7m

-3'-9

"P3

'

1,1

5m

1'-1

1"P

4 0,5

7m

-7'-6

"P2

'

2,2

9m

-5'-8

"1

,72

m

P3

'

P1

'

-9'-5

"2

,87

m

3'-9

"1

,15

m

P3

7'-6

"2

,29

m

P2

1,7

2m

5'-8

"

P3

9'-5

"2

,87

m

P1

P1

'

3,4

4m

-11

'-3

" P1

11

'-3

"3

,44

m

P8

'

-3'-1

1"

1,2

0m

-9"

0.2

4m

P1

0'

-2'-4

"0

,72

m

P9

'

10

'-3

"P6 3,1

2m

-5'-6

"1

,67

m

P8

'

-7'-1

"2

,16

m

P7

'

-8'-8

"2

,64

m

P7

'

-10

'-3

"3

,12

m

P6

'

-11

'-1

0"

3,6

0m

P6

'

9"

0.2

4m

P1

0

2'-4

"0

,72

m

P9

3'-1

1"

1,2

0m

P8

5'-6

"1

,67

m

P8

7'-1

"2

,16

m

P7

8'-8

"2

,64

m

P7

P6

11

'-1

0"

3,6

0m

DATE:

MODÈLEASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais



www.stageline.com

SL 100

Tél: (450) 589-1063

1-800-26-STAGE

Valérie Roy

DATE:

CONÇU:


05/12/2008

JIG:VÉRIFICATEUR:

POIDS (Kg)

#TRAITEMENT:

2015

DESSIN N°

CC 2015

SL 100

RÉV:

14- All rights reserved, Stageline Mobile Stage inc. Confidential- Tous droits réservés, Stageline Mobile Stage inc. Confidentiel

CLTruss T1

1'-6" 0,46m

CLTruss T2

1'-0" 0,31m

CL

P5P3 P3 P1

Truss T1

P1

CL

P4

'

-1'-1

1" P

5

0,5

7m

-3'-9

"P3

'

1,1

5m

1'-1

1"P

4 0,5

7m

-7'-6

"P2

'

2,2

9m

-5'-8

"1

,72

m

P3

'

P1

'

-9'-5

"2

,87

m

3'-9

"1

,15

m

P3

7'-6

"2

,29

m

P2

1,7

2m

5'-8

"

P3

9'-5

"2

,87

m

P1

P1

'

3,4

4m

-11

'-3

" P1

11

'-3

"3

,44

m

P8

'

-3'-1

1"

1,2

0m

-9"

0.2

4m

P1

0'

-2'-4

"0

,72

m

P9

'

10

'-3

"P6 3,1

2m

-5'-6

"1

,67

m

P8

'

-7'-1

"2

,16

m

P7

'

-8'-8

"2

,64

m

P7

'

-10

'-3

"3

,12

m

P6

'

-11

'-1

0"

3,6

0m

P6

'

9"

0.2

4m

P1

0

2'-4

"0

,72

m

P9

3'-1

1"

1,2

0m

P8

5'-6

"1

,67

m

P8

7'-1

"2

,16

m

P7

8'-8

"2

,64

m

P7

P6

11

'-1

0"

3,6

0m

DATE:

MODÈLEASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais



www.stageline.com

SL 100

Tél: (450) 589-1063

1-800-26-STAGE

Valérie Roy

DATE:

CONÇU:


05/12/2008

JIG:VÉRIFICATEUR:

POIDS (Kg)

#TRAITEMENT:

2015

DESSIN N°

CC 2015

SL 100

RÉV:


CLTruss T1

1'-6" 0,46m

CLTruss T2

1'-0" 0,31m

CL

P5P3 P3 P1

Truss T1

P1

CL






When calculating the load on A SL100 truss, use following method.Each truss in the roof must be visualized as 2 trusses put together that share a center point, which in the following example is the P5.

Example: T1 on a SL100. Points from left to right are P1’, P2’, P3’, P4’, P5, P4, P3, P2, P1. We will only verify loads on 1 side of the truss, Meaning P1 thru P5.

Calculation example #1: 1 lighting truss on 2 motors, total uniformly distributed weight of the truss is 500lbs. The motors will be hung from P1. - 250lbs (50% of weight, see UDL chart) / 350 (the capacity of the P1 on the T1 truss) = 0.71 - 0.71 = 71 %, as 1.00 would equal 100 %.

So the T1 truss is at 71 % of its total capacity.

Calculation example #2:1 lighting truss on 3 motors, total uniformly distributed weight of the truss is 500lbs. The motors will be hung from P1, P5, P1. - P1

0.19 x 500 (19% of weight, see UDL chart) / 350 (P1) = 0.95, so this one point will use 95 % of the truss capacity.

- P5 0.62 x 500 (62% of weight, see UDL chart) / 250 (P5) = 1.24, so

this one point will use 124 % of the truss capacity.

Now that we have the loads for both points, we add them together to determine the total load on the truss.

1.24 + 0.95 = 2.19 So the T1 truss is at 219 % of its total capacity, which is overloaded.

Calculation example #3:1 lighting truss on 4 motors, total uniformly distributed weight of the truss is 500lbs. The motors will be hung from P1, P3, P3, P1. - P1


- P3 0.37 x 500 (37% of weight, see UDL chart) / 350 (P3) = 0.53, so this one point will use 53 % of the truss capacity.

Now that we have the loads for both points, we add them together to determine the total load on the truss. 0.19 + 0.53 = 0.72 So the T1 truss is at 72 % of its total capacity.

RIGGING PLAn 4/4

P3

'

-5'-8

"P2

'

1.7

2m

2.8

7m

-7'-6

"2

.29

m

P1

'

-9'-5

"P1

'

0.5

7m

-11

'-3

"3

.44

m

P4

1'-1

1"

P3

3'-9

"

P3

1.1

5m

2.2

9m

5'-8

"1

.72

m

P2

7'-6

"

P1

P

5

9'-5

"2

.86

m

0.5

7m

-1'-1

1"P

4'

1.1

5m

-3'-9

"P3

'

P1

11

'-3

"3

.44

m

0.7

2m

-8'-8

"P7

'

2.6

4m

-2'-4

"

2.6

4m

8'-8

"P9

'

P7

-9"

0.2

4m

P1

0'

3.1

2m

10

'-3

"P6

-3'-1

1"

1.2

0m

P8

'

-5'-6

"1

.67

m

P8

'

-7'-1

"2

.16

m

P7

'

-10

'-3

"P6

'

3.1

2m

2.1

6m

7'-1

"

P7

-11

'-1

0"

3.6

0m

P6

'

9"

0.2

4m

P1

0

2'-4

"0

.72

m

P9

3'-1

1"

1.2

0m

P8

5'-6

"1

.67

m

P8

P6

11

'-1

0"

3.6

0m

CLTruss T1

1'-6" 0.46m

Valérie Roy

DATE:

CONÇU:

VÉRIFICATEUR:

DATE:APPROUVÉ:

05/12/2008

JIG:

DATE:

POIDS (Kg)

MODÈLE

SL 100ASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais



www.stageline.com

Tél: (450) 589-1063


#TRAITEMENT:

- All rights reserved, Stageline Mobile Stage inc. Confidential2015C2015C

DESSIN N°

SL 100

RÉV:


P1

Truss T1

P3P1 P3P5

CL

CLTruss T2

1'-0" 0.31m

CL

unit 218 & 219












RIGGING PLAN 1/4

05/12/2008

JIG:VÉRIFICATEUR:

POIDS (Kg)

DATE:

MODÈLEASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais



www.stageline.com

SL 100

Tél: (450) 589-1063

1-800-26-STAGE

Valérie Roy

DATE:

CONÇU:


#TRAITEMENT:

SL 100

RÉV:


DESSIN N°


unit 220 to 449 & 451 to 455








RIGGING PLAN 2/4

0" 0.00m

-1'-8" 0.51m

2'-2" 0.65m

7'-4" 2.23m

12'-9" 3.88m

17'-11" 5.47m

20'-0" 6.11m

21'-10" 6.64m

-12

'-5

"3

.79

m

-15

'-6

"4

.74

m

12

'-5

"3

.79

m

15

'-6

"4

.74

m

-1

'-0

"0

.30

m

-2

'-0

"0

.61

m

1.8

3m

-6

'-0

"

-4

'-0

"1

.22

m

-4

'-8

"1

.43

m

2.8

6m

9

'-5

"

1

'-0

"0

.30

m

2

'-0

"0

.61

m

3

'-0

"0

.91

m

4

'-0

"1

.22

m

4

'-8

"1

.43

m

6

'-0

"1

.83

m

-1

'-1

1"

0.5

7m

-3

'-9

"1

.15

m

-7

'-6

"2

.29

m

-9

'-5

"2

.87

m

1

'-1

1"

0.5

7m

3

'-9

"1

.15

m

7

'-6

"2

.29

m

-3

'-0

"0

.91

m

-9

"0

.24

m

-2

'-4

"0

.72

m

-3

'-1

1"

1.2

0m

-4

'-8

"1

.43

m

3.1

2m

1

0'-3

"2.1

6m

-7

'-1

"

9

"0

.24

m

2

'-4

"0

.72

m

3

'-1

1"

1.2

0m

4

'-8

"1

.43

m

7

'-1

"2

.16

m

-1

0'-3

"3

.12

m

Truss T1

CL

Truss T2

Truss T1

Truss T2

05/12/2008

MODÈLE

SL 100ASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais



Tél: (450) 589-1063


Valérie Roy

www.stageline.com

CONÇU:

VÉRIFICATEUR:

DATE:APPROUVÉ:


#TRAITEMENT:


DESSIN N°

SL 100

RÉV:


P5

P14P14'

Rigging pipe

P11'

P11P11'

P10 P9 P8 P7 P6P10'P9'P8'P7'P6'

P12'

P4 P3 P2 P1P4'P3'P2'P1'

P12

P11

ROOF

FLOOR










unit 220 to 449 & 451 to 455






RIGGING PLAn 3/4



1 sur 1 2015-11-05 11:49



P1, P2, P3 350 160 P12 800 364

P4, P5, P6, P7, P8 250 115 P14 30 13

P9 175 80

P10 90 41

P11 350 160

Load P1Capacity P1

Load P2Capacity P2

Load P3Capacity P3

Load P4Capacity P4


Load P6Capacity P6

Load P7Capacity P7

Load P8Capacity P8

Load P9Capacity P9


unit 220 to 449 & 451 to 455

P4

'

-1'-1

1" P

5

0,5

7m

-3'-9

"P3

'

1,1

5m

1'-1

1"P

4 0,5

7m

-7'-6

"P2

'

2,2

9m

-5'-8

"1

,72

m

P3

'

P1

'

-9'-5

"2

,87

m

3'-9

"1

,15

m

P3

7'-6

"2

,29

m

P2

1,7

2m

5'-8

"

P3

9'-5

"2

,87

m

P1

P1

'

3,4

4m

-11

'-3

" P1

11

'-3

"3

,44

m

P8

'

-3'-1

1"

1,2

0m

-9"

0.2

4m

P1

0'

-2'-4

"0

,72

m

P9

'

10

'-3

"P6 3,1

2m

-5'-6

"1

,67

m

P8

'

-7'-1

"2

,16

m

P7

'

-8'-8

"2

,64

m

P7

'

-10

'-3

"3

,12

m

P6

'

-11

'-1

0"

3,6

0m

P6

'

9"

0.2

4m

P1

0

2'-4

"0

,72

m

P9

3'-1

1"

1,2

0m

P8

5'-6

"1

,67

m

P8

7'-1

"2

,16

m

P7

8'-8

"2

,64

m

P7

P6

11

'-1

0"

3,6

0m

DATE:

MODÈLEASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais



www.stageline.com

SL 100

Tél: (450) 589-1063

1-800-26-STAGE

Valérie Roy

DATE:

CONÇU:


05/12/2008

JIG:VÉRIFICATEUR:

POIDS (Kg)

#TRAITEMENT:

2015

DESSIN N°

CC 2015

SL 100

RÉV:


CLTruss T1

1'-6" 0,46m

CLTruss T2

1'-0" 0,31m

CL

P5P3 P3 P1

Truss T1

P1

CL

P4

'

-1'-1

1" P

5

0,5

7m

-3'-9

"P3

'

1,1

5m

1'-1

1"P

4 0,5

7m

-7'-6

"P2

'

2,2

9m

-5'-8

"1

,72

m

P3

'

P1

'

-9'-5

"2

,87

m

3'-9

"1

,15

m

P3

7'-6

"2

,29

m

P2

1,7

2m

5'-8

"

P3

9'-5

"2

,87

m

P1

P1

'

3,4

4m

-11

'-3

" P1

11

'-3

"3

,44

m

P8

'

-3'-1

1"

1,2

0m

-9"

0.2

4m

P1

0'

-2'-4

"0

,72

m

P9

'

10

'-3

"P6 3,1

2m

-5'-6

"1

,67

m

P8

'

-7'-1

"2

,16

m

P7

'

-8'-8

"2

,64

m

P7

'

-10

'-3

"3

,12

m

P6

'

-11

'-1

0"

3,6

0m

P6

'

9"

0.2

4m

P1

0

2'-4

"0

,72

m

P9

3'-1

1"

1,2

0m

P8

5'-6

"1

,67

m

P8

7'-1

"2

,16

m

P7

8'-8

"2

,64

m

P7

P6

11

'-1

0"

3,6

0m

DATE:

MODÈLEASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais



www.stageline.com

SL 100

Tél: (450) 589-1063

1-800-26-STAGE

Valérie Roy

DATE:

CONÇU:


05/12/2008

JIG:VÉRIFICATEUR:

POIDS (Kg)

#TRAITEMENT:

2015

DESSIN N°

CC 2015

SL 100

RÉV:


CLTruss T1

1'-6" 0,46m

CLTruss T2

1'-0" 0,31m

CL

P5P3 P3 P1

Truss T1

P1

CL












- P5 0.62 x 500 (62% of weight, see UDL chart) / 250 (P5) = 1.24, so

this one point will use 124 % of the truss capacity.







RIGGING PLAn 4/4

P3

'

-5'-8

"P2

'

1.7

2m

2.8

7m

-7'-6

"2

.29

m

P1

'

-9'-5

"P1

'

0.5

7m

-11

'-3

"3

.44

m

P4

1'-1

1"

P3

3'-9

"

P3

1.1

5m

2.2

9m

5'-8

"1

.72

m

P2

7'-6

"

P1

P

5

9'-5

"2

.86

m

0.5

7m

-1'-1

1"P

4'

1.1

5m

-3'-9

"P3

'

P1

11

'-3

"3

.44

m

0.7

2m

-8'-8

"P7

'

2.6

4m

-2'-4

"

2.6

4m

8'-8

"P9

'

P7

-9"

0.2

4m

P1

0'

3.1

2m

10

'-3

"P6

-3'-1

1"

1.2

0m

P8

'

-5'-6

"1

.67

m

P8

'

-7'-1

"2

.16

m

P7

'

-10

'-3

"P6

'

3.1

2m

2.1

6m

7'-1

"

P7

-11

'-1

0"

3.6

0m

P6

'

9"

0.2

4m

P1

0

2'-4

"0

.72

m

P9

3'-1

1"

1.2

0m

P8

5'-6

"1

.67

m

P8

P6

11

'-1

0"

3.6

0m

CLTruss T1

1'-6" 0.46m

Valérie Roy

DATE:

CONÇU:

VÉRIFICATEUR:

DATE:APPROUVÉ:

05/12/2008

JIG:

DATE:

POIDS (Kg)

MODÈLE

SL 100ASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais



www.stageline.com

Tél: (450) 589-1063


#TRAITEMENT:


DESSIN N°

SL 100

RÉV:


P1

Truss T1

P3P1 P3P5

CL

CLTruss T2

1'-0" 0.31m

CL

unit 220 to 449 & 451 to 455












RIGGING PLAN 1/4

05/12/2008

JIG:VÉRIFICATEUR:

POIDS (Kg)

DATE:

MODÈLEASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais



www.stageline.com

SL 100

Tél: (450) 589-1063

1-800-26-STAGE

Valérie Roy

DATE:

CONÇU:


#TRAITEMENT:

SL 100

RÉV:


DESSIN N°


unit 457 TO 945








RIGGING PLAN 2/4

0" 0.00m

-1'-8" 0.51m

2'-2" 0.65m

7'-4" 2.23m

12'-9" 3.88m

17'-11" 5.47m

20'-0" 6.11m

21'-10" 6.64m

-12

'-5

"3

.79

m

-15

'-6

"4

.74

m

12

'-5

"3

.79

m

15

'-6

"4

.74

m

-1

'-0

"0

.30

m

-2

'-0

"0

.61

m

1.8

3m

-6

'-0

"

-4

'-0

"1

.22

m

-4

'-8

"1

.43

m

2.8

6m

9

'-5

"

1

'-0

"0

.30

m

2

'-0

"0

.61

m

3

'-0

"0

.91

m

4

'-0

"1

.22

m

4

'-8

"1

.43

m

6

'-0

"1

.83

m

-1

'-1

1"

0.5

7m

-3

'-9

"1

.15

m

-7

'-6

"2

.29

m

-9

'-5

"2

.87

m

1

'-1

1"

0.5

7m

3

'-9

"1

.15

m

7

'-6

"2

.29

m

-3

'-0

"0

.91

m

-9

"0

.24

m

-2

'-4

"0

.72

m

-3

'-1

1"

1.2

0m

-4

'-8

"1

.43

m

3.1

2m

1

0'-3

"2.1

6m

-7

'-1

"

9

"0

.24

m

2

'-4

"0

.72

m

3

'-1

1"

1.2

0m

4

'-8

"1

.43

m

7

'-1

"2

.16

m

-1

0'-3

"3

.12

m

Truss T1

CL

Truss T2

Truss T1

Truss T2

05/12/2008

MODÈLE

SL 100ASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais



Tél: (450) 589-1063


Valérie Roy

www.stageline.com

CONÇU:

VÉRIFICATEUR:

DATE:APPROUVÉ:


#TRAITEMENT:


DESSIN N°

SL 100

RÉV:


P5

P14P14'

Rigging pipe

P11'

P11P11'

P10 P9 P8 P7 P6P10'P9'P8'P7'P6'

P12'

P4 P3 P2 P1P4'P3'P2'P1'

P12

P11

ROOF

FLOOR










unit 457 TO 945






RIGGING PLAn 3/4



1 sur 1 2015-11-05 11:49



P1, P2, P3 625 283 P12 800 364

P4, P5 500 227 P14 30 13

P6, P7, P8 250 113

P9 175 79

P10 90 41

P11 350 159

Load P1Capacity P1

Load P2Capacity P2

Load P3Capacity P3

Load P4Capacity P4


Load P6Capacity P6

Load P7Capacity P7

Load P8Capacity P8

Load P9Capacity P9


P4

'

-1'-1

1" P

5

0,5

7m

-3'-9

"P3

'

1,1

5m

1'-1

1"P

4 0,5

7m

-7'-6

"P2

'

2,2

9m

-5'-8

"1

,72

m

P3

'

P1

'

-9'-5

"2

,87

m

3'-9

"1

,15

m

P3

7'-6

"2

,29

m

P2

1,7

2m

5'-8

"

P3

9'-5

"2

,87

m

P1

P1

'

3,4

4m

-11

'-3

" P1

11

'-3

"3

,44

m

P8

'

-3'-1

1"

1,2

0m

-9"

0.2

4m

P1

0'

-2'-4

"0

,72

m

P9

'

10

'-3

"P6 3,1

2m

-5'-6

"1

,67

m

P8

'

-7'-1

"2

,16

m

P7

'

-8'-8

"2

,64

m

P7

'

-10

'-3

"3

,12

m

P6

'

-11

'-1

0"

3,6

0m

P6

'

9"

0.2

4m

P1

0

2'-4

"0

,72

m

P9

3'-1

1"

1,2

0m

P8

5'-6

"1

,67

m

P8

7'-1

"2

,16

m

P7

8'-8

"2

,64

m

P7

P6

11

'-1

0"

3,6

0m

DATE:

MODÈLEASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais



www.stageline.com

SL 100

Tél: (450) 589-1063

1-800-26-STAGE

Valérie Roy

DATE:

CONÇU:


05/12/2008

JIG:VÉRIFICATEUR:

POIDS (Kg)

#TRAITEMENT:

2015

DESSIN N°

CC 2015

SL 100

RÉV:


CLTruss T1

1'-6" 0,46m

CLTruss T2

1'-0" 0,31m

CL

P5P3 P3 P1

Truss T1

P1

CL

P4

'

-1'-1

1" P

5

0,5

7m

-3'-9

"P3

'

1,1

5m

1'-1

1"P

4 0,5

7m

-7'-6

"P2

'

2,2

9m

-5'-8

"1

,72

m

P3

'

P1

'

-9'-5

"2

,87

m

3'-9

"1

,15

m

P3

7'-6

"2

,29

m

P2

1,7

2m

5'-8

"

P3

9'-5

"2

,87

m

P1

P1

'

3,4

4m

-11

'-3

" P1

11

'-3

"3

,44

m

P8

'

-3'-1

1"

1,2

0m

-9"

0.2

4m

P1

0'

-2'-4

"0

,72

m

P9

'

10

'-3

"P6 3,1

2m

-5'-6

"1

,67

m

P8

'

-7'-1

"2

,16

m

P7

'

-8'-8

"2

,64

m

P7

'

-10

'-3

"3

,12

m

P6

'

-11

'-1

0"

3,6

0m

P6

'

9"

0.2

4m

P1

0

2'-4

"0

,72

m

P9

3'-1

1"

1,2

0m

P8

5'-6

"1

,67

m

P8

7'-1

"2

,16

m

P7

8'-8

"2

,64

m

P7

P6

11

'-1

0"

3,6

0m

DATE:

MODÈLEASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais



www.stageline.com

SL 100

Tél: (450) 589-1063

1-800-26-STAGE

Valérie Roy

DATE:

CONÇU:


05/12/2008

JIG:VÉRIFICATEUR:

POIDS (Kg)

#TRAITEMENT:

2015

DESSIN N°

CC 2015

SL 100

RÉV:


CLTruss T1

1'-6" 0,46m

CLTruss T2

1'-0" 0,31m

CL

P5P3 P3 P1

Truss T1

P1

CL

unit 457 TO 945












- P5 0.62 x 1000 (62% of weight, see UDL chart) / 500 (P5) = 1.24,

so this one point will use 124 % of the truss capacity.







RIGGING PLAn 4/4

P3

'

-5'-8

"P2

'

1.7

2m

2.8

7m

-7'-6

"2

.29

m

P1

'

-9'-5

"P1

'

0.5

7m

-11

'-3

"3

.44

m

P4

1'-1

1"

P3

3'-9

"

P3

1.1

5m

2.2

9m

5'-8

"1

.72

m

P2

7'-6

"

P1

P

5

9'-5

"2

.86

m

0.5

7m

-1'-1

1"P

4'

1.1

5m

-3'-9

"P3

'

P1

11

'-3

"3

.44

m

0.7

2m

-8'-8

"P7

'

2.6

4m

-2'-4

"

2.6

4m

8'-8

"P9

'

P7

-9"

0.2

4m

P1

0'

3.1

2m

10

'-3

"P6

-3'-1

1"

1.2

0m

P8

'

-5'-6

"1

.67

m

P8

'

-7'-1

"2

.16

m

P7

'

-10

'-3

"P6

'

3.1

2m

2.1

6m

7'-1

"

P7

-11

'-1

0"

3.6

0m

P6

'

9"

0.2

4m

P1

0

2'-4

"0

.72

m

P9

3'-1

1"

1.2

0m

P8

5'-6

"1

.67

m

P8

P6

11

'-1

0"

3.6

0m

CLTruss T1

1'-6" 0.46m

Valérie Roy

DATE:

CONÇU:

VÉRIFICATEUR:

DATE:APPROUVÉ:

05/12/2008

JIG:

DATE:

POIDS (Kg)

MODÈLE

SL 100ASSEMBLAGE


TRAITEMENT:

RÉVISION

700, rue Marsolais



www.stageline.com

Tél: (450) 589-1063


#TRAITEMENT:


DESSIN N°

SL 100

RÉV:


P1

Truss T1

P3P1 P3P5

CL

CLTruss T2

1'-0" 0.31m

CL

unit 457 TO 945




Date post:	09-May-2021
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RENTAL DIVISION - DIVISION LOCATION...5.79m to 6.02m 7'-10" 2.39m Door 9' 10" x 8' 2" (3.00 x 2.50m)...

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