Detail Booklet StoVentec Render - Sto Corp....Apply a finishing render and, if necessary, a paint coat. board joint (running lengthwise) Sto-Insulation Dowel DH StoVentec Carrier Board

®

ATTENTION

Sto products are intended for use by qualified professional contractors, not consumers, as a component of a larger construction assembly as specified by a qualified design professional, general contractor or builder. They should be installed in accordance with those specifications and Sto’s instructions. Sto Corp. disclaims all, and assumes no, liability for on-site inspections, for its products applied improperly, or by unqualified persons or entities, or as part of an improperly designed or constructed building, for the nonperformance of adjacent building components or assemblies, of for other construction activities beyond Sto’s control. Improper use of Sto products or use as part of an improperly designed or constructed larger assembly or building may result in serious damage to Sto products, and to the structure of the building or its components.

STO CORP. DISCLAIMS ALL WARRANTIES EXPRESSED OR IMPLIED EXCEPT FOR EXPLICIT LIMITED WRITTEN WARRANTIES ISSUED TO AND ACCEPTED BY BUILDING OWNERS IN ACCORDANCE WITH STO’S WARRANTY PROGRAMS WHICH ARE SUBJECT TO CHANGE FROM TIME TO TIME. For the fullest, most current information on proper application, clean-up, mixing and other specifications and warranties, cautions and disclaimers, please refer to the Sto Corp. website, www.stocorp.com.

Property of Sto Corp.All Rights Reserved.

3800 Camp Creek Pkwy. SWBldg. 1400 • Suite 120Atlanta, GA 30331Tel: (800) 221-2397Fax: (404) 346-3119helpdesk.stocorp.com

Sto Corp.

StoVentec RenderApril 2019

Detail Booklet

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Note: This drawing is a general, non-binding planning suggestion which depicts the execution only schematically, but is no substitute for the required working and detail drawing as well asthe installation plans. The applicator/planner/customer is independently responsible for determining the suitability, completeness and dimensions of the product for the particularconstruction project. Neighbouring works are described only schematically. All specifications and assumptions must be adjusted or agreed in the light of local conditions. Compliance withthe technical specifications contained in the Technical Data Sheets, application guidelines, and system approvals is mandatory.

Sto-HQ-EN

2017-06-01

VR-SAR-0011

.

Rev. no.StoVentec Rrainscreen cladding facade

≥ 10

wall construction

Sto-Stone Wool Insulation Board or Sto-GlassWool Insulation Board with nonwoven fabricfacing in accordance with the Technical DataSheet

StoVentec Carrier Board

Sto-Primer if necessary

A

Sto-Aluminium-T-Profile

Sto-Self-Drilling Facade Screw withover-tightening protection (5.5 x 19 mm)

H ventilation airspace in accordance with DIN 18516-1 – H ≥ 20 mm; recommendation for the planning of the facade: H ≥ 30 mm

anchoring element inaccordance with structuralanalysis

Sto-Stainless Steel Wall Bracket in accordancewith the structural analysisA

≥ 10

≥ 25

Sto Drilling Screw stainlesssteel (5.5 x 24 mm)

.12H E

Sto-Insulation Dowel orSto-Insulation Dowel DH

length of the wall bracket (see VR-SAR-0015)

.

≥ 20

.

System build-up (horizontal section): System build-up of a facade

E system coating

reinforced base coat

Apply a finishing render and, if necessary, a paintcoat.

intermediate coat if necessary, e.g. StoPrep Miralor Sto-Primer

vertical board joint

Screw head must beflush with the carrierboard.

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Sto-HQ-EN

2017-06-01

.


.

wall construction


Sto-Stainless Steel Wall Bracket FP/GP

anchoring element in accordance with structural analysis





Sto-Stainless Steel Wall Bracket GP

≈ 50

≈ 50


E .12

A

A length of the wall bracket (see VR-SAR-0015)

VR-SAR-0012System build-up (vertical section): System build-up of a facade


Apply a finishing render and, if necessary, a paint coat.


horizontal board joint

E system coating (see table in VR-SAR-0011)


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Sto-HQ-EN

2017-06-01

.


53

≥ 10 10

.A

wall construction


.

10 30

Sto-Stainless Steel Wall Bracket in accordancewith the structural analysis


optimal length of wall bracket

W

A length of the wall bracket

W total system build-up: W min. = A + E + 15 mm, W max. = A + E + 45 mm


.

.

12 .E



VR-SAR-0015System build-up (vertical section): Determining the length of the wall bracket

E




E + 30


system coating (see table in VR-SAR-0011)

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Sto-HQ-EN

2017-06-01

VR-SAR-0017

.

Rev. no.

System build-up (vertical section in transverse direction): System build-up of aceiling with wall bracket

StoVentec Rrainscreen cladding facade

1)

.12 .

≤ 40

0

≥ 25

≥ 10

≥ 20

.

E system coating (see table in VR-SAR-0011) with an approved total weight of ≤ 8 kg/m²



intermediate coat if necessary, e.g. StoPrep Miral or Sto-Primer


board joint (running lengthwise)

Sto-Insulation Dowel DH



observe project-specific requirements for fire resistance where necessary.

Sto Drilling Screw stainless steel (5.5 x 24 mm)


A

bare ceiling

tension-zone-compatibleanchoring element inaccordance with thestructural analysis


H


H ventilation airspace in accordance with DIN 18516-1 – H ≥ 20 mm; recommendation for the planning of the facade: H ≥ 30 mm


Sto-Aluminium-T-ProfileE≥ 10

1)

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Sto-HQ-EN

2017-06-01

VR-SAR-0018

.


.

1)

12 .

≤ 40

0

System build-up (vertical section in longitudinal direction): System build-up of aceiling with wall bracket

≈ 50 ≈ 50






board joint (running transverse)





A

E

bare ceiling








1)

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Sto-HQ-EN

2017-06-01

VR-SAR-0019

.

Rev. no.

System build-up (vertical section in transverse direction): System build-up of aceiling with two-force member


1)

2)

12 .

≥ 25


observe project-specific requirements for fire resistance where necessary.Screw head must beflush with the carrierboard.

A

bare ceiling tension-zone-compatibleanchoring element inaccordance with thestructural analysis


E


Sto-Stainless Steel Wall Bracket in accordance with the structuralanalysisSto-Self-Drilling Facade Screw withover-tightening protection (5.5 x 19 mm)

Sto-Aluminium-T-Profile or Sto-Aluminium-L-Profile as two-forcemember (see VR-SAR-0019)




board joint (running lengthwise)






diagonal bracing if necessary in accordance with VR-SAR-0032


.

≥ 10

1)

2)

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≥ 10

≥ 10


Rev. no. 2017-06-01

.

Sto-HQ-EN

rainscreen cladding facade StoVentec R

≈ 50≈ 50

System build-up (vertical section in longitudinal direction): System build-up of aceiling with two-force member VR-SAR-0020

≥ 10


bare ceiling



Sto-Stainless Steel Wall Bracket GP for use asfixed point


Sto-Aluminium-T-Profile as two-force memberwith fixed point

Sto-Stainless Steel Wall Bracket GP for use assliding point

Sto-Aluminium-L-Profile as two-force member



board joint (running transverse)








3)

2)

1) observe project-specific requirements for fire resistance where necessary.

1)

observe the positioning of the screws

2)

diagonal bracing if necessary in accordance with VR-SAR-0032

3)

3)

12.

E

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Sto-HQ-EN

2017-06-01

.


. . . . . . . . .600 600 600 600 600 600300 -600 ≥ 200

.< 600

.< 1200



VR-SAR-0030

System build-up (facade surface): Axial configuration of the carrier profiles for arated value of building element resistance at wind load ≤ 2.4 kN/m²

rod layout for the carrier profiles in accordance with structural analysis and/or working drawings (see also VR-SAR-0040)

≤ 400

external corner of thefinished facade

area to be fittedcarrier profile joint

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Sto-HQ-EN

2017-06-01

.


. . . . . . . . . . . .400 ≥ 200

.< 800

.< 1200

400 400 400 400 400 400 400



VR-SAR-0031

400 ≤ 400

System build-up (facade surface): Axial configuration of the carrier profiles for arated value of building element resistance at wind load ≤ 3.9 kN/m²

rod layout for the carrier profiles in accordance with structural analysis and/or working drawings (see also VR-SAR-0040 and -0041)

external corner of the finished facade

area to be fitted

400

carrier profile joint

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Sto-HQ-EN

Rev. no. 2017-06-01

.rainscreen cladding facade

System build-up (facade surface): Arrangement and fixing of the diagonalbracing on the bare ceiling

StoVentec R


VR-SAR-0032

≤ 30

00

10 -

15

≤ 30

00

400 / 600 400 / 600 400 / 600 400 / 600

≤ 15

00≤

1200

Sto-Aluminium-L-Profile(diagonal bracing intransverse direction)

Sto-Aluminium-L-Profile (diagonalbracing in transverse direction)

Sto-Aluminium-T-Profileas two-force memberwith fixed point (seeVR-SAR-0020)

Sto-Aluminium-L-Profile (diagonalbracing in longitudinal direction) St

o-Al

umin

ium

-L-P

rofil

e (d

iago

nal

brac

ing

in lo

ngitu

dina

l dire

ctio

n)

Sto-Aluminium-L-Profileas two-force memberwith sliding point (seeVR-SAR-0020)

Recommendation: In the case of increasedrequirements regarding the evenness of the ceilingand/or in case of wind loads > 2.4 kN/m², arrangethe carrier profiles with an axis distance ≤ 400 mm(see VR-SAR-0030 and -0031).

Fix a minimum of 2 bracings in longitudinal andtransverse direction on the connected, seamlessceiling area (max. 25 x 25 m). Arrange the bracingsas close to the edges of the partial surfaces aspossible.

1)

2)

1)

2)

2)

2)

2)

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Sto-HQ-EN

2017-06-01

.


wall construction



Sto-Ventilation Profile

Sto-Starter Profile PH-K

Sto-Hammer Dowel S UEZ 8


5 - 1

0

.

≥ 10

.

A

VR-SAR-0035

1)

≈ 40

50 -

85

System build-up (vertical section): Determination of the base point of the facade







A

KT cantilever length of the Sto-Aluminium-T-Profile in accordance with structural analysis (see also VR-SAR-0040 and -0041)

Sto-Edge Protection ProfileG PVC white, 12 mm

≥ 15

0

If the StoVentec Carrier Board projects into the splash zone when it is installed, provide the system with additional protection against moisture penetrationand ensure constant system ventilation by taking structural and maintenance measures. Constant, excessive stress from moisture can damage the system. Theplanner must determine the height and position of the splash zone on a project-specific basis.

1)


length of the wall bracket (see VR-SAR-0015)

KT

alternative: withSto-Edge ProtectionProfile GT, PVC white,12 mm

≈ 40

24≥

150

2)

screw and screw-edge distances and, if necessary, additional screw connection in accordance with VR-SAR-0060 to -0063

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rainscreen cladding facade StoVentec RRev. no. 2017-06-01

.

Sto-HQ-EN


300 - 600 ≥ 200 ≤ 400.

≤ 40

0

< 600

< 1200

600

.

.

X

X

400 ≥ 200 ≤ 400

≤ 40

0

< 800

< 1200

.

.

X

X

VR-SAR-0037

.400

System build-up (horizontal section): Axial configuration of the carrier profiles onan external corner

rated value of building element resistance at wind load up to 2.4 kN/m²

rated value of building element resistance at wind load up to 3.9 kN/m²

recommended screwing direction for connection of the wall brackets to the T-profile and alignment of the wall brackets

X min. distance to the building shell edge in accordance with the approval of the anchoring elements and structural analysis

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Sto-HQ-EN

Rev. no. 2017-06-01

.rainscreen cladding facade StoVentec R


≤ 30

00

.≤

1200

≤ 1

200

.

≤ 15

00

≤ 30

00

≤ 12

00≤

1200

≤ 12

00≤

1200

≤ 15

00

.

.≤

1200

.

≤ 15

00

.

.

≤ 12

00.

.

1)

GP

GP

GP

FP

GP/GP

GP

FP

GP

GP/GP

GP

FP

GP

FP/GP

FP/GP

VR-SAR-0040

System build-up (vertical section): Rod layout of the carrier profiles for a ratedvalue of building element resistance at wind load ≤ 3.3 kN/m²

GP = sliding point

GP/GP = sliding point/sliding point

FP = fixed point

FP/GP = fixed point/sliding point

PST = joint between the carrier profiles

KTKT KT

KT

version 1 version 2

version 3

version 4

number of anchoring and connecting elements, rod lengths, cantilever lengths, and distances between the wall brackets in accordance with structural analysis

KT = cantilever of the T-profile

formtaion of the fixed and sliding points, see VR-SAR-0045

PST

= 5

- 10

PST

= 5

- 10

PST

= 5

- 10

PST

= 5

- 10

PST

= 5

- 10

max. permitted transverse deformation at wind load = KT/300

1)1)

1)1)

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Sto-HQ-EN

Rev. no. 2017-06-01

.rainscreen cladding facade StoVentec R


≤ 30

00

.≤

800

≤ 8

00.

≤ 15

00

≤ 30

00

≤ 80

0≤

800

≤ 80

0≤

800

≤ 15

00

.

.≤

800

.

≤ 15

00

.

.

≤ 12

00.

.

1)

GP

GP

GP

FP

GP/GP

GP

FP

GP

GP/GP

GP

FP

GP

FP/GP

FP/GP

VR-SAR-0041

System build-up (vertical section): Rod layout of the carrier profiles for a ratedvalue of building element resistance at wind load ≤ 3.9 kN/m²

GP = sliding point

GP/GP = sliding point/sliding point

FP = fixed point

FP/GP = fixed point/sliding point

PST = joint between the carrier profiles

KTKT KT

KT

version 5

version 6

version 7

version 8

number of anchoring and connecting elements, rod lengths, cantilever lengths, and distances between the wall brackets in accordance with structural analysis

KT = cantilever of the T-profile

formtaion of the fixed and sliding points, see VR-SAR-0045

PST

= 5

- 10

PST

= 5

- 10

PST

= 5

- 10

PST

= 5

- 10

PST

= 5

- 10

max. permitted transverse deformation at wind load = KT/300

1)1)

1)1)

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Sto-HQ-EN

2017-06-01

.


10-1

5≥

10

≥ 10

10-1

5≥

10

≥ 10

≥ 10

≥ 10

1

3

5

3

2

1 1

5

5

3

3

54

4 4

4

fixed point (FP)

fixed point/sliding point (FP/GP) sliding point/sliding point (GP/GP)

1

2

3



4

5 Sto-Self-Drilling Facade Screw withover-tightening protection (5.5 x 19 mm)

sliding point (GP)

VR-SAR-0045System build-up (vertical section): Producing fixed points and sliding points


anchoring element in accordance with structuralanalysis

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Sto-HQ-EN

2017-06-01

.


. . . . . . . . .600 600 600 600 600 600300 -600 ≥ 200 ≤ 400

. .

50 -

60

≥ 25

50 -

85

≈ 40

≥ 25 ≥ 25

≤ 23

4

≤ 11

7.

. .

. ≈ 50



.

.

≥ 25

≈ 50

VR-SAR-0060


≥ 25 ≥ 25

System build-up (facade surface): Arrangement and fixing of the StoVentecCarrier Board (1200 x 800 x 12 mm) for a rated value of building elementresistance at wind load ≤ 1.65 kN/m² and ≤ 2.4 kN/m²

area to be fitted

external corner of thefinished facadecarrier profile joint

rated value of building element resistance at windload up to 1.65 kN/m²


additional screw connection of the carrier boards at the end of the system transverse to the T-profile axis with a screw edge distance > 50 mm

(Z) StoVentec Carrier Board cut to size for the area to be fitted

(Z)(Z)

(Z)

1) rod layout for the carrier profiles in accordance with structural analysis and/or working drawings (see also VR-SAR-0040)

1)

≈ 50

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Sto-HQ-EN

2017-06-01

.


. . . . . . . . .. .400 ≥ 200

50 -

60

≥ 25

≈ 40




.

.

≥ 25

≈ 50

400 400 400 400 400 400 400 400

VR-SAR-0061

≤ 11

7

.≥ 25 ≥ 25

≈ 50.

System build-up (facade surface): Arrangement and fixing of the StoVentecCarrier Board (1200 x 800 x 12 mm) for a rated value of building elementresistance at wind load ≤ 3.9 kN/m²

≤ 400

area to be fitted





(Z)(Z)

(Z)

rod layout for the carrier profiles in accordance with structural analysis and/or working drawings (see also VR-SAR-0040 and -0041)1)

1)

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Sto-HQ-EN

2017-06-01

.


. . . . . . . . .600 600 600 600 600 600300 -600 ≥ 200

. .

50 -

60

≥ 25



.

.

≥ 25

≈ 50

VR-SAR-0062


. ≈ 50

.≥ 25 ≥ 25

≤ 23

450

- 85

≈ 40

≥ 25 ≥ 25

≤ 11

7

.

System build-up (facade surface): Arrangement and fixing of the StoVentecCarrier Board (2400 x 1200 x 12 mm) for a rated value of building elementresistance at wind load ≤ 1.65 kN/m² and ≤ 2.4 kN/m²

≤ 400

area to be fitted







(Z)

(Z)

rod layout for the carrier profiles in accordance with structural analysis and/or working drawings (see also VR-SAR-0040)

1)

≈ 50

1)

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Sto-HQ-EN

2017-06-01

.


. . . . . . . . .. .400 ≥ 200

50 -

60

≥ 25



.

.

≥ 25

≈ 50

400 400 400 400 400 400 400 400

VR-SAR-0063

≤ 11

7

.≥ 25 ≥ 25 ≈ 50.

≈ 40

≤ 400

System build-up (facade surface): Arrangement and fixing of the StoVentecCarrier Board (2400 x 1200 x 12 mm) for a rated value of building elementresistance at wind load ≤ 3.9 kN/m²

Sto-Aluminium-T-Profilearea to be fitted





rod layout for the carrier profiles in accordance with structural analysis and/or working drawings (see also VR-SAR-0040 and -0041)

(Z)

(Z)

1)

1)

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rainscreen cladding facade

Sto-HQ-EN

Rev. no.2017-06-01StoVentec R

.


≥ 20

0≥

200

.≤ 150

400 / 600StoVentec Carrier Board


1)

VR-SAR-0064

1)

System build-up (facade surface): Notching the StoVentec Carrier Board onbuilding openings and/or recesses


notched StoVentec Carrier Board

outer edge of the building shell

larger board cantilevers if applicable (see system-related standard details window connection)

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Sto-HQ-EN

Rev. no.2017-06-01StoVentec R

.


≥ 20

0.

.

.

≤ 23

4

400

800

==

≥ 10

≥ 10 ≤

117

. . . .. .

.

≥ 25 ≥ 25

≈50

≈ 50

600600600 400 / 600

1)

Sto Drilling Screw stainless steel(5.5 x 24 mm)


VR-SAR-0065

400 / 600 400 / 600

1)

10 -

15

≥ 20

0

System build-up (facade surface): Arrangement and fixing of the StoVentecCarrier Board on the carrier profile joint



Fix the carrier boards on the carrier profiles above and below the carrier profile joint for each axis with min. 3 Sto-Facade Drilling Screws and additionalscrews if necessary.


additional screwconnection

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Sto-HQ-EN

2017-06-01

.


1000 / 1250

625

/ 600


VR-SAR-0090

System build-up (facade surface): Arrangement and fixing of insulation boardswith nonwoven fabric facing on the facade and on the ceiling in accordancewith DIN 18516-1

On the facade, use the Sto-Insulation Dowel, the Sto-InsulationDowel DH, or the Sto-Screw Dowel H 60, if necessary withSto-Dowel Head H.

external corner of the building shell

external corner of the insulation board

Use an average of 5 insulation fasteners/m² in accordance with DIN 18516-1. Use 1 to 2 insulation fasteners in the centre of the board.

If the ventilation airspace is < 6 cm (see VR-SAR-0011 and -0012), fix the insulation fasteners adjacent to the carrier profile axes.

On ceilings use the Sto-Insulation Dowel DH, the Sto-Screw DowelH 60, if necessary with Sto-Dowel Head H, or the Sto-CeilingInsulation Screw SW with Sto-Ceiling Insulation Retaining Disk.

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Sto-HQ-EN

2017-06-01

.


.

.

number of insulation fasteners: min. 1.6 pieces/m²

VR-SAR-0091

1000

625

Sto-Stone Wool Insulation Board with nonwovenfabric facing in accordance with the TechnicalData Sheet

System build-up (facade surface): Arrangement and fixing of the Sto-Stone WoolInsulation Boards with nonwoven fabric facing on the facade with theone-anchor technique

Use the Sto-Insulation Dowel, the Sto-Insulation Dowel DH, or theSto-Screw Dowel H 60, if necessary, with Sto-Dowel Head H.



If the insulation board thickness ≥ 10 cm, the one-anchor technique can only be applied after project-specific tests and with approval of the insulantmanufacturer; otherwise fix the anchor in accordance with DIN 18516-1 (see VR-SAR-0090).


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Sto-HQ-EN

2017-06-01

.


.

.

number of insulation fasteners: in normal zone min. 1.4 pieces/m², in edge zone min. 2.7 pieces/m²

normal zone edge zone min. 2 m ..

VR-SAR-0092

1250

600

Sto-Glass Wool Board RSC, with nonwoven fabricfacing in accordance with the Technical DataSheet

System build-up (facade surface): Arrangement and fixing of the Sto-Glass WoolBoards with nonwoven fabric facing on the facade with the one-anchortechnique

Use the Sto-Insulation Dowel DH, the Sto-Screw Dowel H 60, ifnecessary with Sto-Dowel Head H, or the Sto-Ceiling InsulationScrew SW with Sto-Ceiling Insulation Retaining Disk.



If the insulation board thickness ≥ 8 cm, only use insulation fasteners after project-specific tests (building height ≤ 100 mand pull-out strength of insulation fasteners > 200 N) and with approval of the insulant manufacturer; otherwise fix withanchors in accordance with DIN 18516-1 (see VR-SAR-0090).

If the ventilation airspace is < 6 cm (see VR-SAR-0011 and -0012), fix the insulation fasteners adjacent to the carrierprofile axes.

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Sto-HQ-EN

2017-06-01

.


1000 / 1250

625

/ 600

VR-SAR-0093

System build-up (facade surface): Arrangement and fixing of insulation boardswith nonwoven fabric facing in two layers on the facade and on the ceiling inaccordance with DIN 18516-1

Sto-Insulation Dowel DH with insulation anchorplates for the first and second insulation layer

Sto-Stone Wool Insulation Boards or Sto-GlassWool Insulation Boards with nonwoven fabricfacing in accordance with the Technical DataSheet for the second insulation layer

Sto-Insulation Dowel DH with insulation anchorplate for the first insulation layer

Sto-Stone Wool Insulation Boards or Sto-GlassWool Insulation Boards with nonwoven fabricfacing in accordance with the Technical DataSheet for the first insulation layer

Sto-Insulation Dowel DHwith insulation anchor platefor the second insulationlayer

Use an average of 5 insulation fasteners/m² in accordance with DIN 18516-1. Use 1 to 2 insulation fasteners in the centre of the board.


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Sto-HQ-EN

2017-06-01

VR-SAR-0101

.



1)

≥10

.

3)

1)

plinth insulation in accordance with technicalapproval and Technical Data Sheet

5 - 1

0

4)

Plinth (vertical section): Connection to a set-back plinth with plinth insulationboard and Sto-Starter Profile PH-K

system coating inaccordance with thetechnical approval andTechnical Data Sheet

≥ 15

0

≈ 40

50 -

85

Sto-Extension Profile PH if necessary

Sto-Edge Protection Profile G PVC white, 12 mm


KT


3) If the StoVentec Carrier Board projects into the splash zone when it is installed, provide the system with additional protection against moisture penetrationand ensure constant system ventilation by taking structural and maintenance measures. Constant, excessive stress from moisture can damage the system. Theplanner must determine the height and position of the splash zone on a project-specific basis.

4) If the insulant thickness is larger than 160 mm and max. 200 mm additionally install the Sto-Extension Profile PH.

wall construction


Sto-Stainless Steel Wall Bracket





Sto-Joint Sealing Tape in accordance with theTechnical Data Sheet

Sto-Starter Profile PH-K



≥ 202)

2) free airflow cross-section ≥ 50 cm²/m


≈ 40

24≥

150

4)

3)

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Sto-HQ-EN

2017-06-01

.


1)

≥ 10

3)

5-10


VR-SAR-0110

Plinth (vertical section): Connection to a set-back plinth with plinth insulationboard

≈ 40

.



≥ 15

0

50 -

85


Apply StoFlexyl twice as slurry.

Sto-Mesh Corner Roll Ideal


KT1)


2)

If the StoVentec Carrier Board projects into the splash zone when it is installed, provide the system with additional protection against moisture penetrationand ensure constant system ventilation by taking structural and maintenance measures. Constant, excessive stress from moisture can damage the system. Theplanner must determine the height and position of the splash zone on a project-specific basis.

wall constructionSto-Stone Wool Insulation Board or Sto-GlassWool Insulation Board with nonwoven fabricfacing in accordance with the Technical DataSheet






≥ 202)

3)

free airflow cross-section ≥ 50 cm²/m



≈ 40

24≥

150

3)

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Sto-HQ-EN

2017-06-01

.


≥ 10

VR-SAR-0111

Plinth (vertical section): Connection to a plinth flush with the facade with plinthinsulation board

.≥

150

system coating in accordance with the technicalapproval and Technical Data Sheet


1)


KT






1)

2)







10

-20

≈ 40

50 -

85

≈ 25

≈ 40

alternative: ventilationjoint with Sto-EdgeProtection Profile GT,PVC white, 12 mm

10

-20


alternative: ventilationjoint with Sto-RoofVent Profile G, PVCwhite, 12 mm

24≈

40

© S

to S

E &

Co. K

GaA


Plinth (vertical section): Connection to a set-back plinth with plinth insulationboard in the splash zone

Sto-HQ-EN

Rev. no. 2017-06-01

.


StoVentec R

wall construction

Sto-Stone Wool Insulation Board or Sto-GlassWool Insulation Board with nonwoven fabricfacing in accordance with the Technical DataSheetanchoring element in accordance with structuralanalysis






.


≤ 20



aluminium L-profile


Sto-Edge Protection Profile GT

folded aluminium ventilation profile (alreadyavailable on-site and coated black)

splash protection strip (splash zone strip) withdrainage in accordance with DIN 4095

KT

KT cantilever length of the Sto-Aluminium-T-Profile in accordance with structural analysis

1)

1)

2)



VR-SAR-0120

≥ 15

0

≈ 40

≥ 50

24

50 -

80


3)

4)

© S

to S

E &

Co. K

GaA

Note: This drawing is a general, non-binding planning suggestion which depicts the execution only schematically, but is no substitute for the required working and detail drawing as well asthe installation plans. The applicator/planner/customer is independently responsible for determining the suitability, completeness and dimensions of the product for the particular constructionproject. Neighbouring works are described only schematically. All specifications and assumptions must be adjusted or agreed in the light of local conditions. Compliance with the technicalspecifications contained in the Technical Data Sheets, application guidelines, and system approvals is mandatory.

Sto-HQ-EN2017-10-10

.Rev. no.


.

.


≥ 25

≥ 25

X

XVR-SAR-0200

External wall/system transition (horizontal section): Connection of an external corner

≤ 40

0

≤ 400

system coating in accordancewith the technical approvaland Technical Data Sheet

min. distance to the building shell edge in accordance with the approval of the anchoring elements and structural analysis

wall constructionSto-Stone Wool InsulationBoard or Sto-Glass WoolInsulation Board withnonwoven fabric facing inaccordance with theTechnical Data Sheet





InstallSto-Aluminium-L-Profile witha max. installation length of3 m without torsional stress.

Sto-Mesh Angle Bead SO

X

© S

to S

E &

Co. K

GaA


Sto-HQ-EN2017-10-10

.Rev. no.



≥ 25

≥ 25

Sto-Stainless Steel Corner Bracket

.X

VR-SAR-0202

External wall/system transition (horizontal section): Connection of an external cornerwith Sto-Stainless Steel Corner Bracket

system coating in accordancewith the technical approvaland Technical Data Sheet

≤ 40

0

≤ 400


wall construction

Sto-Stone Wool InsulationBoard or Sto-Glass WoolInsulation Board withnonwoven fabric facing inaccordance with theTechnical Data Sheet

Sto-Self-Drilling FacadeScrew with over-tighteningprotection (5.5 x 19 mm)




InstallSto-Aluminium-L-Profile witha max. installation length of3 m without torsional stress.


X

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


.


≥ 25

≥ 25

Sto-Thermal Blocking Element PH orSto-Thermocouple

fixing element in accordance with structuralanalysis


VR-SAR-0204

External wall/system transition (horizontal section): Connection of an externalcorner with corner support

≤ 40

0

≤ 400



wall construction


aluminium U-profile as corner support inaccordance with structural analysis

X

X






InstallSto-Aluminium-L-Profilewith a max. installationlength of 3 m withouttorsional stress.


© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


.

wall construction


Sto-Stainless Steel Lintel Bracket

Install Sto-Aluminium-L-Profile with a max.installation length of 3 m without torsional stress.





external wall insulationsystem in accordance withsystem approval


≈ 40 ≥ 25

≤ 30

0

1)

VR-SAR-0210

External wall/system transition (horizontal section): Connection of an externalcorner to an external wall insulation system

≤ 30

0

≤ 400



1)



X

X

external wall insulation system with EPS insulation boards or speed lamellas

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


.

wall construction








≈ 35 ≥ 25

≤ 30

0

VR-SAR-0215

External wall/system transition (horizontal section): Connection of an externalcorner to a solid wall

≤ 400




≥ 25





X


X

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.



≈ 40

≤ 15

0

≈ 40

1)

≤ 150

VR-SAR-0220

External wall/system transition (horizontal section): Connection of an internalcorner with Sto-Joint Sealing Tape



1) Screw the StoVentec Carrier Board onto min. two carrier profile axes.








wall construction

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.



≤ 15

0

≈ 40

2)

VR-SAR-0225

External wall/system transition (horizontal section): Connection of an internalcorner to an external wall insulation system with Sto-Joint Sealing Tape



Complete the external wall insulation system up until the reinforced base coat and only then install the rainscreen cladding facade.

Sto-Joint Sealing Tape inaccordance with theTechnical Data Sheet










wall construction

1)

1)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.



≤ 15

0

≈ 40

1)

VR-SAR-0231

External wall/system transition (horizontal section): Connection of an internalcorner to a solid wall with Sto-Joint Sealing Tape


Caution: thermal bridge!










wall construction

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.



≤ 15

0

≈ 40

2)

VR-SAR-0235

External wall/system transition (horizontal section): Connection of an internalcorner to a post and beam construction with Sto-Joint Sealing Tape



airtightness and fixing the post and beam construction in accordance with manufacturer information









wall construction

post and beam construction (already available on-site)

1)

1)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


.

≥ 25

≥ 25

≤ 30

0

≤ 400

≈ 40

VR-SAR-0240

External wall/system transition (horizontal section): Transition betweenStoVentec R and a set-back external wall insulation system


P



external wall insulation system in accordancewith system approval

wall construction











© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


≈ 40

VR-SAR-0241

External wall/system transition (horizontal section): Connection to an externalwall insulation system in the facade surface with Sto-Expansion Joint Profile E


Sto-Expansion Joint Profile E









F

wall construction

Use a Sto-Aluminium-L-Profile if KP is greaterthan 150 mm.

1)

150

200

3,3

3,9

-

300 2,4

L-profilemax. KP in mm

rated value of buildingelement resistance incase of a wind load[kN/m²]

X

X

joint width: 20 - 30 mm in accordance with anticipated deformations

KP cantilever length of the StoVentec Carrier Board

Screw the StoVentec Carrier Board onto min. two carrier profile axes.

F

≈ 40

..

80 ≤

KP ≤

300

alternative: with Sto-ExpansionJoint Profile E

1)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


≥ 25

≥ 25

≤ 30

0

≤ 400

≈ 40



VR-SAR-0245

External wall/system transition (horizontal section): Connection to a set-backsolid wall



Caution: thermal bridge!

wall construction










© S

to S

E &

Co. K

GaA


Rev. no. 2017-06-01

.

Sto-HQ-EN


VR-SAR-0250

External wall/system transition (horizontal section): Connection to a StoVentecpanel facade in the facade surface

..

..

wall construction




.




Use a Sto-Aluminium-L-Profile if KP is greater than 150 mm.

Cspan width of the StoVentec Aluminium Agraffe Profile inaccordance with technical approval, structural analysis, andproject-specific planning

E thickness of the panel or the system coating (see table in VR-SAR-0011)

F joint width: 10 - 20 mm in accordance with anticipated deformations

KAcantilever length of the agraffe profile in accordance withtechnical approval, structural analysis, and project-specificplanning


150

200

3,3

3,9

-

300 2,4

L-profilemax. KP in mmrated value of buildingelement resistance incase of a wind load[kN/m²]

X

X

12




StoVentec Aluminium Agraffe Profile


adjustment screw (M5 x 10)


Sto-Board Carrier Profile

StoVentec panel

32 .

E

E

80 ≤

KP ≤

300

FKA

C

≈ 40

≈ 40

© S

to S

E &

Co. K

GaA


Rev. no. 2017-06-01

.

Sto-HQ-EN


External wall/system transition (vertical section): Transition between StoVentec Rand a set-back external wall insulation system VR-SAR-0260

1)

≈ 30

0


wall construction

Sto-Plinth Insulation Board

Apply StoFlexyl twice asslurry.

intermediate coat if necessary



e.g. StoFentra Window Sill Bracket RSC

Sto-Hammer Dowel S UEZ 8 with thermal stop

Sto-Rain Guard Profile G, PVC white, 12 mm

10-2

0

≈ 40

50-8

5

.

≥ 10

aluminium sheet metal cover with expanding endprofiles and thermal stop









30-50

KT


≈ 5

Sto-Render Stop Profile

joint sealant in accordance withthe Technical Data Sheet andexecution in accordance with IVDdata sheet

Sto-Joint Sealing Tape inaccordance with the TechnicalData Sheet


1) screw and screw-edge distances in accordance with VR-SAR-0060 to -0063

2) with a copper sheet ≥ 50 mm

2)

≥ 5°

≈ 25

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.

Rev. no.StoVentec Glassrainscreen cladding facade



Sto-Starter Profile PH-K withSto-Packing Shim

Sto-Drip Edge Profile






1)

VR-SAR-0261

External wall/system transition (vertical section): Transition between StoVentec Rand a set-forward external wall insulation system with ventilation gap

≈ 40

≥ 10

50 -

85 ≥ 10

.

10 -

20

Sto-Rain Guard Profile G,PVC white, 12 mm




wall construction

≈ 25

KT



1) screw and screw-edge distances and, if necessary, additional screw connection in accordance with VR-SAR-0060 to -0063

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


50

30 -

≈ 40

≥ 10

VR-SAR-0265

External wall/system transition (vertical section): Transition between StoVentec Rand a set-forward external wall insulation system with ventilation gap

10- 20

50 -

85

.KT

wall constructionSto-Stone Wool Insulation Board or Sto-GlassWool Insulation Board with nonwoven fabricfacing in accordance with the Technical DataSheetanchoring element in accordance with structuralanalysis









aluminium sheet metal cover with flexible endprofiles and thermal stop (already availableon-site)

e.g. StoFentra Window Sill Bracket



≈ 25

KTcantilever length of the Sto-Aluminium-T-Profile in accordancewith structural analysis (see also VR-SAR-0040 and -0041)

1) screw and screw-edge distances and, if necessary, additionalscrew connection in accordance with VR-SAR-0060 to -0063


1)

≥ 5°

with a copper sheet ≥ 50 mm2)

2)


10

-20

24 ≈ 40 ≈

40

© S

to S

E &

Co. K

GaA


Rev. no. 2017-06-01

VR-SAR-0280

.

Sto-HQ-EN


External wall/system transition (horizontal section): Wall bracket installation withcantilever beam on vertical joints in case of anchorage on multi-layer boards

..

XP

wall construction made from of a multi-layerboard consisting of an interior load-bearing shell,an exterior rain screen, and intermediateinsulation as necessary








fixing element in accordance with structural analysis

Sto-Thermal Blocking Element PH or Sto-Thermocouple


aluminium U-profile as cantilever beam inaccordance with structural analysis


Incorporate structural expansion joints in the facade.

Plan and execute the anchorage of the cantilever beam in the rain screen or load-bearing shell in accordance with the specifications of the planner inaccordance with the results of the on-site building diagnostics. The building diagnostics must statically verify that the rain screen has sufficient stability andload-bearing capacity. Additional structural or static measures may be necessary.

2)

2)

building element joint between multi-layer boards

1)

1)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


VR-SAR-0290

External wall/system transition (vertical section): Closed, horizontal fielddemarcation joint with Sto-Edge Protection Profile GT and Sto-Edge ProtectionProfile GF

wall construction


≈ 40

≥ 10

..

≈ 40

50 -

8550

- 85

.32 -

38





KTKT

F

Sto-Edge Protection ProfileGT, PVC white, 12 mm

Sto-Edge Protection ProfileGF, PVC white, 12 mm





F joint width: approx. 6 - 12 mm in accordance with anticipated deformations

Note: max. seamless field length of the cladding: 25 m

1)

1)1)

≥ 10


© S

to S

E &

Co. K

GaA


Sto-HQ-EN2017-06-01

.Rev. no.


VR-SAR-0292

External wall/system transition (vertical section): Closed, vertical field demarcationjoint in the facade surface with Sto-Expansion Joint Profile E

F≈

40

80 ≤

KP ≤

300

wall construction








Sto-Self-Drilling Facade Screw with over-tighteningprotection (5.5 x 19 mm)




F joint width: 20 - 30 mm in accordance with anticipated deformations

Note: max. seamless field length of the cladding: 25 m; adopt existing structural expansion joints.

1)

150200

3,33,9

-

300 2,4



XX


≈ 40

.

.

1)

alternative: withSto-Expansion JointCover E

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


VR-SAR-0293

External wall/system transition (horizontal section): Closed, vertical fielddemarcation joint in the facade surface with Sto-Edge Protection Profile GT andSto-Edge Protection Profile GF

F≈

40

80 ≤

KP ≤

300

wall construction











F joint width: approx. 6 - 12 mm in accordance with anticipated deformations


1)

1)

150

200

3,3

3,9

-

300 2,4



X

X


.

≈ 40

.

≈ 40

Sto-Edge Protection Profile GT, PVC white, 12 mm

Sto-Edge Protection Profile GF, PVC white, 12 mm

32 -

38

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


VR-SAR-0294

External wall/system transition (horizontal section): Open, vertical fielddemarcation joint in the facade surface with Sto-Edge Protection Profile G

F≈

40

80 ≤

KP ≤

300











F joint width: max 20 mm in accordance with anticipated deformations


1)

150

200

3,3

3,9

-

300 2,4



X

X


.

.

Sto-Edge Protection Profile G PVC white, 12 mm≈ 40

1)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


X

≥ 5°

wall construction








building height

in accordance with regulations for metalwork in the roofing trade

≤ 8 m ≥ 20 mm8-20 m ≥ 30 mm≥ 20 m ≥ 40 mm

B

1)

A

≥ 50 mm≥ 80 mm≥ 100 mm

.

≥ 10

2)

VR-SAR-0300Roof (vertical section): Connection to a parapet with ventilation joint

≥ 10

.


.

Sto-Rain Guard Profile G, PVC white, 12 mm

A



B≈ 40

50-8

5

2)

1)

2)


for copper sheet: ≥ 50 mm

parapet (already available on-site)


KT

≥ 25

10- 2

0

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


.



wall construction








Sto-Aluminium-L-Profile

X

≈ 40

≤ 150

≥ 25

≥ 25

Reveal (horizontal section): Connection to a reveal with a set-back window and atotal system build-up ≤ 400 mm

≤ 30

0


≤ 400


Use a Sto-Aluminium-T-Profile orSto-Aluminium-L-Profile, depending on theinstallation situation.

VR-SAR-0400

StoFentra Upstand Profile Uni

StoFentra Window Sill Profile


Note: Wind-proofing, waterproofing, and fixing the window in accordance with the RAL directive and information of the window manufacturer.

1)

1) connection between end profile and reveal panel in accordance with VR-SAR-0502 to -0503

X


1)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

VR-SAR-0401

.

Rev. no.Reveal (horizontal section): Connection to a reveal with a set-back window,reveal insulation board fixed with adhesive, and joint sealing tape, with a totalsystem build-up ≤ 200 mm


.

≥25

≤200≥100

≤150

≥25

≥30

X

wall construction




fixing element inaccordance with structuralanalysis









StoLevell Uni

Sto-Insulation Board Top32 or Sto-Speed Lamella Type II


Sto-Joint Sealing Tape in accordance with the Technical Data Sheet

min. distance to the building shell edge in accordance with the approval of the anchoring elements and structural analysisX


1)

2)

connection between end profile and reveal panel in accordance with VR-SAR-0502 to -0503

only Sto-Speed Lamella Type II permitted in non-combustible systems

1)

2)

1)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

VR-SAR-0402

.

Rev. no.Reveal (horizontal section): Connection to a reveal with a set-back window,reveal insulation board fixed with adhesive, and seal bead, with a total systembuild-up ≤ 400 mm


≤ 400

.

≤ 30

0

≥25ca.40

≥ 30

X

wall construction














Sto-PrimerStoLevell Uni


Sto-Seal Bead in accordance with the Technical Data Sheet

1)

2)

connection between end profile and reveal panel in accordance with VR-SAR-0502 to -0503

only Sto-Speed Lamella Type II permitted in non-combustible systems


1)

2)


1)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


.



wall construction









X

≥ 25

≈ 40

≥ 25

Reveal (horizontal section): Connection to a reveal with a window flush with thebuilding shell and a total system build-up ≤ 400 mm VR-SAR-0410


≤ 400

≤ 30

0



StoFentra Window Sill Profile1)

min. distance to the building shell edge in accordance with the approval of the anchoring elements and structural analysismin. distance to the building shell edge in accordance with the approval of the anchoring elements and structural analysis




X

1)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.




wall construction





X

≥ 25



.

≥ 25

Reveal (horizontal section): Connection to a reveal with a window set forwardfrom the building shell and a reveal depth ≤ 150 mm VR-SAR-0420

≤ 30

0


≤ 150









X

1)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.

Rev. no.rigid claddingsrainscreen cladding facade



wall construction




X

≥ 25



≈ 40

.

≥ 25

fixing element in accordance with structuralanalysis


≤ 20

0

≤ 300




Reveal (horizontal section): Connection to a reveal with a window set forwardfrom the building shell and a reveal depth ≤ 300 mm VR-SAR-0421

1)


Sto-Insulation Dowel orSto-Insulation Dowel DH




1) Join the reveal wall bracket with the facade wall bracket and then fix to the building shell.



X

2)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

VR-SAR- 0430

.

Rev. no.

Reveal (horizontal section): Connection to a reveal with a window flush with thefacade

StoVentec Rrainscreen cladding facade.

≥ 40

.

wall construction









Use aSto-Aluminium-L-Profile ifKP is greater than 150 mm.

X



80 ≤

KP ≤

300

150

200

3,3

3,9

-

300 2,4



X

X





1)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


.

wall construction









≥ 10


X≥

30

≤ 150

≈ 40

≈ 40

.

50-8

5

≈ 5

≥ 10

≈ 25

2)

≥ 25


Lintel (vertical section): Connection to a lintel with set-back window and a totalsystem build-up ≤ 400 mm VR-SAR-0450

10-20





KT



≤ 400

≈ 25

X

Use a Sto-Aluminium-T-Profile orSto-Aluminium-L-Profile, depending on theinstallation situation.


1)

1) Fix the profile with the L-profile elements without torsional stress and, if necessary, partially notch the webs of the T-profiles.

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


≤ 200≥ 100

≈ 40

≥ 10

50 -

85

≥ 30

Lintel (vertical section): Connection to a lintel with set-back window, a lintelinsulation board fixed with adhesive, and joint sealing tape, with a total systembuild-up ≤ 200 mm VR-SAR-0451

.

10 - 20

wall construction












StoLevell Uni


Sto-Joint Sealing Tape in accordance with the Technical Data Sheet

X.

≈ 25



KT


1) screw and screw-edge distances and, if necessary, additional screw connection in accordance with VR-SAR-0060 to -00632) only Sto-Speed Lamella Type II permitted in non-combustible systems

1)

2)


© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


.

wall construction









≥ 10


X

≈ 40

.

50-8

5

≈ 5

≥ 10

≈ 25

2)

≥ 25


Lintel (vertical section): Connection to a lintel with a window flush with thebuilding shell and a total system build-up ≤ 400 mm VR-SAR-0460

10-20





KT



≤ 400

X

1) Fix the profile with the L-profile elements without torsional stress and, if necessary, partially notch the webs of the T-profiles.

≈ 25


1)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


wall construction






≥ 10


X

≈ 40

.50

-85

1)




.

≥ 30

2)

Lintel (vertical section): Connection to a lintel with a window set forward fromthe building shell and a lintel depth ≤ 150 mm

aluminium gusst plate in accordance withstructural analysis (already blackened on-site)


≥ 25

10-20≤ 150




KT



2) lateral free cantilever of the lintel board: ≤ 150 mm

VR-SAR-0470

X

≈ 25


≥ 10

≥ 10

© S

to S

E &

Co. K

GaA


Rev. no. 2017-06-01

.

Sto-HQ-EN


.X

wall construction






Sto-Aluminium-L-Profile as two-force member


≥ 25


≈ 40

.

50-8

51)

≥ 10


≥ 10


aluminium gusst plate in accordance withstructural analysis (already blackened on-site)

10-20≤ 300


≥ 30

KT

VR-SAR-0471

Lintel (vertical section): Connection to a lintel with a window set forward fromthe building shell and a lintel depth ≤ 300 mm




screw and screw-edge distances and, if necessary, additional screw connection in accordance with VR-SAR-0060 to -00631)

2)

2) lateral free cantilever of the lintel board: ≤ 150 mm

X

≈ 25



≥ 10

≥ 10

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

VR-SAR-0480

.

Rev. no.

Lintel (vertical section): Connection to a lintel with a window flush with thefacade


.

≥10

≈ 40

≥ 10

50 -

8510

- 20

wall construction


X









.

waterproofing profile with tightly welded-onupstanding edges at the sides (already availableon-site)




X

screw and screw-edge distances and, if necessary, additional screw connection in accordance with VR-SAR-0060 to -00631)

2) Form the upstanding edge and waterproofing profile so that no water can get behind the cladding, leaving the water to run off safely at the front.

1)

2)

KT

≈ 40



24≈

4010

-20 ≈

25

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


.

wall construction






X

≥ 10

.

Window sill (vertical section): Connection to the StoFentra Window Sill Profilewindow sill and StoFentra Upstand Profile Uni with ventilation joint VR-SAR-0502

≥ 10

StoFentra Window Sill Bracket RSC

StoFentra Screw

10-2

0≈

40Sto-Rain Guard Profile G, PVC white, 12 mm



50-8

5



Sto-Window Sill Tape



KT


X


2)

3)

Select a horizontal ventilation joint in accordance with VR-SAR-0503 approx. 5–10 cm narrower than the clear window sill width.

installation to the side of every T-profile web below the window sill

1)

3)

≈ 25


2)

1)

30-50

≥ 10

2)

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


Window sill (facade surface): Connection to the StoFentra Window Sill Profilewindow sill and StoFentra Upstand Profile Uni with ventilation joint VR-SAR-0503

50 - 100

StoVentec Carrier Board(shown without systemcoating)



StoFentra Screw



ventilation joint

50 - 100

alternative: ventilation joint with Sto-Roof Vent Profile G, PVC white, 12 mm

10-2

0

≈ 25

© S

to S

E &

Co. K

GaA


Sto-HQ-EN

2017-06-01

.


30 - 50

≥ 10

Window sill (vertical section): Connection to the window sill with window flushwith the facade and ventilation joint VR-SAR-0510

≈ 40

≥ 10

50 -

85

.

.X

KT

flashing (already availableon-site)


10 -

20









wall construction



Note: Ensuring reliable water flow, wind-proofing, waterproofing, and fixing the windows in accordance with the RAL directive and information of the windowmanufacturer.


1)


≈ 25

2) Select a horizontal ventilation joint approx. 5–10 cm narrower than the clear window width.

2)

2)

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Rev. no. 2017-06-01

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Sto-HQ-EN


wall construction









≥ 55

.

VR-SAR-0600

Roller shutter/window blind (vertical section): Connection to a window blind boxwith ventilation joint

≤ 10010 - 20

≥ 25

≥ 10

.


Clarify installation, fixing, and coating of theinsulation in the area of the window blind on-site.

window blind box with cover (already availableon-site)


X

KT

≥ 25Sto-Mesh Angle Bead SO





Prevent humidity stress on the top of the lintel board by taking structural measures on-site.

≥ 20

alternative: ventilationjoint withSto-Ventilation Profile(coated in black onsite if necessary)

alternative: withSto-Drip Edge Profile

2)

1)

1)

1)

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Rev. no. 2017-06-01

.

Sto-DE-DE


wall construction








.

VR-SAR-0601

Roller shutter/window blind (vertical section): Connection to a window blind boxwith ventilation joint, Sto-Ventilation Profile, and notched T-profile

≥ 10

.


Clarify installation, fixing, and coating of theinsulation in the area of the window blind on-site.

window blind box with cover (already availableon-site)

X

KT



≥ 40

≈ 40

≤ 20

50 -

85



1) depth and length of the notch in the T-profile web subject to structural analysis

2) screw and screw-edge distances in accordance with VR-SAR-0060 to -0063


Sto-Ventilation Profile (coated in black on site ifnecessary)

1)

2)

≈ 40

24

Sto-Ventilation Profile(coated in black onsite if necessary)

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Sto-HQ-EN

2017-06-01

.


wall construction







≈ 40


1)

structural expansion joint

F

..

XX

Structural expansion joint (horizontal section): Structural expansion joint in thefacade surface with Sto-Expansion Joint Profile E VR-SAR-0810




150

200

3,3

3,9

-

300 2,4



X

X


80 ≤

KP ≤

300

X min. distance to the building shell edge in accordance withthe approval of the anchoring elements and structural analysis


Screw the StoVentec Carrier Board onto min. two carrier profile axes.1)

F joint width: 20 - 30 mm in accordance with anticipateddeformations; installation of the profile in accordance with theTechnical Data Sheet

.≈

40

.

alternative: with Sto-ExpansionJoint Profile E

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Sto-HQ-EN

2017-06-01

.


wall construction







≈ 40


1)

structural expansion joint

F

..

XX

Structural expansion joint (horizontal section): Open structural expansion joint inthe facade surface with Sto-Edge Protection Profile G VR-SAR-0811



150

200

3,3

3,9

-

300 2,4



X

X


80 ≤

KP ≤

300




.

≈ 40

.


joint width: max 20 mm in accordance with anticipated deformationsF

1)

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Sto-HQ-EN

2017-06-01

.


wall construction

Sto-Stone Wool Insulation Board RSC withnonwoven fabric facing in accordance with theTechnical Data Sheet






≥ 10

≥ 10


5 - 10

≥ 20

≈ 50

.

self-tapping screw made ofstainless steel (e.g. 5.5 x 13mm)

Install the Sto-Fire BarrierProfile so their jointsoverlap by 30 mm.

3)

10

2)

Fire protection (vertical section): Horizontal fire barrier with Sto-Fire BarrierProfile and Sto-Stone Wool Insulation Board with nonwoven fabric facing VR-SAR-0900


Sto-Stainless Steel Wall Bracket (horizontal axisspacing ≤ 60 cm)

KT


Select the distance between the Sto-Fire Barrier Profile and the StoVentec Carrier Board to ensure a free airflow cross-section of 50-100 cm²/m.

1)

2)

Observe national fire protection requirements.

melting point ≥ 1000 °C

3)

1)

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Sto-HQ-EN

2017-06-01

.


wall construction






≥ 10

≥ 10


5 - 10

≈ 50

.≥ 20

self-tapping screw made ofstainless steel (e.g. 5.5 x 13mm)

Install the Sto-Fire BarrierProfile so their jointsoverlap by 30 mm.

3)

≥ 10

≥ 10

2)

Fire protection (vertical section): Horizontal fire barrier with Sto-Fire BarrierProfile and Sto-Glass Wool Board with nonwoven fabric facing VR-SAR-0901

Sto-Glass Wool Board RSC, with nonwoven fabricfacing in accordance with the Technical DataSheet

Install the Sto-Fire BarrierProfile so their profile jointsoverlap by 30 mm(horizontal spacing betweenthe anchoring elements: ≤60 cm).


Select the distance between the Sto-Fire Barrier Profile and the StoVentec Carrier Board to ensure a free airflow cross-section of 50-100 cm²/m.

1)

2)

Observe national fire protection requirements.

KT


2)

melting point < 1000 °C

3)

1)

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Rev. no. 2017-06-01

.

Sto-HQ-EN


wall construction






≤ 40

0 m

m / ≤

600

mm

fire wall

≤ 320

VR-SAR-0910

Fire protection (horizontal section): Fire wall with vertical fire barrier made ofstone lamella

StoLevell Uni

Sto-Speed Lamella Type II orSto-Stone Wool Lamella

StoVentec Carrier Board A


Ensure on-site that no moisture comes between the carrier board and the lamella board, particularly at the upper end of the system.

Markings on the fire barrier due to building physical characteristics cannot be excluded.

1) axis spacing between the T-profiles of max. 60 cm in case of a rated value of the building element resistance at a wind load of ≤ 2.4 kN/m² or max. 40 cmin case of a value of ≤ 3.9 kN/m² respectively (see VR-SAR-0030 and -0031)

1)

2)

3)

2); 3)

© S

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Sto-HQ-EN

2017-06-01

.


Ceiling (vertical section in longitudinal direction): Connection of the soffit to aStoVentec R facade leading downwards VR-SAR-1000

.

bare ceilingtension-zone-compatibleanchoring element inaccordance with thestructural analysis

Sto-Stone Wool Insulation Board or Sto-GlassWool Insulation Board with nonwoven fabricfacing in accordance with the Technical DataSheet KT

KT

≈ 40 ≥ 10

10 -20 50 - 85










wall construction

screw and screw-edge distances in accordance with VR-SAR-0060 to -00632)


2)

1)

≈ 25


.

1)

50 -

852)

≈ 40

© S

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Sto-HQ-EN

2017-06-01

.


Ceiling (vertical section in transverse direction): Connection of the soffit to aStoVentec R facade leading downwards VR-SAR-1001

10 -20 ≤ 150

≈ 40

≥ 10

≈ 40

bare ceiling



50 -

85



.KT







wall construction




1)2)

≈ 25


1)

© S

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Sto-HQ-EN

2017-06-01

.


Ceiling (vertical section in longitudinal direction): Connection of the soffit to aStoVentec R facade leading upwards VR-SAR-1005

.








≈ 40

50 -

85

≥ 10

.

50 - 85 10-20


X

X

KT

KT

≥ 10

≈ 40

≈ 25


tension-zone-compatible anchoring element inaccordance with the structural analysis

bare ceiling






1)

2)

3)

.

.

≥ 10

≥ 10

1)

© S

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Sto-HQ-EN

2017-06-01

.


Ceiling (vertical section in transverse direction): Connection of the soffit to aStoVentec R facade leading upwards VR-SAR-1006

.

X

X

bare ceiling




≈ 40

≥ 10

.

≈ 40

≥ 10

50 -

85

10-20

≈ 40

.

≥ 10


tension-zone-compatible anchoring element inaccordance with the structural analysis






KT

80 ≤ KP ≤ 300




screw and screw-edge distances in accordance with VR-SAR-0060 to -0063

1)

2)


1)

2)

150

200

3,3

3,9

-

300 2,4



X

X


≈ 25


.

© S

to S

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Co. K

GaA


Rev. no. 2017-06-01

VR-SAR-1007

.

Sto-HQ-EN


Ceiling (vertical section in transverse direction): Connection of the soffit to aStoVentec R facade leading upwards with Sto-Stainless Steel Corner Bracket

.

50-8

5

≈ 40


.X


Sto-Stainless Steel Corner Bracket






≥ 10

≥ 10

≥ 10

≈ 40 10-20

.

≈ 40



KT

80 ≤ KP ≤ 300





150

200

3,3

3,9

-

300 2,4



X

≈ 25


X


wall construction

1)

1)

© S

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Rev. no. 2017-06-01

VR-SAR-1008

.

Sto-HQ-EN


Ceiling (vertical section): Connection of a ceiling projection from the externalwall insulation system to a StoVentec R facade leading upwards

.

wall construction

≈ 40

.

50-8

5

≤ 20





X

X

≥ 10

KT

..

.






Sto-Ventilation Profile (adjust projection on siteand coat in black if necessary)


insulation wedge

Sto-Drip Edge Profile

Sto-Render Carrier Board, 20 mm

plate-equipped anchor

external wall insulation system made from speed lamella

L

1/3 L (≤ 400)2/3 L



1)


3)

1)

2)

3)

depth and length of the notch in the T-profile web subject to structural analysis

ratio of the projection length of the render carrier board to the length of the bonding based on the leading edge of the building shell: 1/3 to 2/3

L edge length of the Sto-Render Carrier Board

.

anchors in accordance with technical approval

© S

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Rev. no. 2017-06-01

VR-SAR-1010

.

Sto-HQ-EN


Ceiling (vertical section in longitudinal direction): Connection of the soffit to aStoVentec panel facade leading downwards

≈ 40 ≥ 10

50-85

KT





10 - 20

adjustment screw


fixing in accordance with technical approvaland/or structural analysis





wall construction


StoVentec panel




Rdistance between the board carrier profile and the edge of the StoVentec panel in accordance with technical approval, structural analysis, andproject-specific planning

.R




bare ceiling1)

2)

≈ 25

.

1)

© S

to S

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GaA


Rev. no. 2017-06-01

VR-SAR-1011

.

Sto-HQ-EN


Ceiling (vertical section in transverse direction): Connection of the soffit to aStoVentec panel facade leading downwards





10 - 20

adjustment screw







wall construction


StoVentec panel




.R

1) observe project-specific requirements for fire resistance where necessary.


bare ceiling1)

≈ 25

≤ 150

≈ 40

© S

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Rev. no. 2017-06-01

.

Sto-HQ-EN


VR-SAR-1015

Ceiling (vertical section in longitudinal direction): Connection of the soffit to theStoVentec panel facade leading upwards

≥ 10

≈ 40

≥ 10 ≥ 10

≥ 10

50-85

.

.

bare ceiling





StoVentec panel


fixing in accordance withtechnical approval and/orstructural analysis




X

X

Install the folded aluminiumsheet (already availableon-site) as flashing withouttorsional stress.






KT

R




1)

2)

2)



.

.

1)

© S

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Rev. no. 2017-06-01

.

Sto-HQ-EN


VR-SAR-1016

Ceiling (vertical section in longitudinal direction): Connection of the soffit to aStoVentec Glass facade leading upwards

≥ 10

≈ 40

≥ 10

≥ 10

50-85

.

bare ceiling






StoVentec Glass





X

X







KT

R




1)

3)



≥ 10

.

≥ 10

≤ 40

3)

Depending on the light, the colour shade of the glass projection may differ from that of the glass panel.

.

.

2)

1)

2)

© S

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Rev. no. 2017-06-01

.

Sto-HQ-EN


VR-SAR-1017

Ceiling (vertical section in transverse direction): Connection of the soffit to aStoVentec panel facade leading upwards

.

.

.

bare ceiling


anchoring element in accordance with structuralanalysisSto-Stainless Steel Wall Bracket



StoVentec panel






X

X






system coating in accordance with the technical approval and Technical Data Sheet

KP

R


R distance between the board carrier profile and the edge of theStoVentec panel in accordance with technical approval,structural analysis, and project-specific planning


1)

≈ 40

.

150

200

3,3

3,9

-

300 2,4

L-profilemax. KP in mmrated value of buildingelement resistance incase of a wind load[kN/m²]

X

X

P min. pair spacing in accordance with the approval of theanchoring elements and structural analysis


Sto-Aluminium-L-Profile with Sto-ThermalBlocking Element

.P

aluminium folded profile (already availableon-site)

1)

≥ 10≥ 10

≈ 40

.X

© S

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Sto-HQ-EN

2017-06-01

.


Ceiling (vertical section in longitudinal direction): Connection of the soffit to anexternal wall insulation system leading downwards VR-SAR-1030

≈ 40 ≥ 10

10 -20 50 - 85

KT










≈ 25



bare ceiling


Complete external wall insulation system before installing the rainscreen cladding facade (RSC).


3)


1)

2)

.

2)

1)

3)

© S

to S

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Co. K

GaA


Sto-HQ-EN

2017-06-01

.


Ceiling (vertical section in transverse direction): Connection of the soffit to anexternal wall insulation system leading downwards VR-SAR-1031









≈ 25



bare ceiling

Complete external wall insulation system before installing the rainscreen cladding facade (RSC).


1)

≈ 40

10 -20 ≤ 150


2)

1)

2)

Documents

Detail Booklet StoVentec Render - Sto Corp....Apply a finishing render and, if necessary, a paint coat. board joint (running lengthwise) Sto-Insulation Dowel DH StoVentec Carrier Board