PremiLine 1.1. Scale. System. Register. Page. Edition Februar 2015 Subject to modification without prior notice! PremiLine. not to scale!

Transcription

1 Edition Februar 2015 Subject to modification ithout prior notice! not to scale! 1.1 1

2 Opening modes 1 sliding sash, 1 fixed pane 1 fixed pane, 1 sliding sash 2 sliding sashes + 2 sliding sashes, 1 fixed pane 1 fixed pane, 2 sliding sashes 1 sliding sashes, 2 fixed panes 1 sliding sash, 2 fixed panes 2 sliding sashes, 2 fixed panes 4 sliding sashes Edition Februar 2015 Subject to modification ithout prior notice! 1.1 2

3 Specifications description profine PVC-u indos are manufactured ith profiles of rigid PVC. The profiles are manufactured on an extruder. Constant production control safeguards the profiles quality and geometrical precision. The profiles fulfil the requirements under RAL-GZ 716/1, Part 1. rigid PVC moulding compound, hite and colour DN EN SO 1163 PVC-U, E, T 28 density DN g/cm 3 impact toughness to -40 C DN (small standard test piece) /o fracture notch toughness DN EN SO 179 (in standard atmosphere 23 C (sample 1fc) 40 kj/m 2 ball hardness as per DN EN SO 179) DN SO 239 T1 100 N/mm 2 (impression time 30 sec) tensile strength DN N/mm 2 modulus of elasticity DN N/mm 2 heat distortion temperature Vicat VST/B (measured in oil) DN SO C SO R 75/A (measured in oil) DN C linear thermal expansion 0.8 x 10-4 K-1 coefficient 30 C to +50 C thermal conductivity DN W/mK volume resistivity DN VBE 0303 T Ω cm relative permittivity DN at 50 Hz; 2.9 at 10 6 Hz fire behaviour DN 4102 flameresistant, self-extinguishing eather resistance after 8.0 GJ/m 2 RAL-GZ 716/1 insolation energy better than resistance grade 4 on the grey scale as per DN SO 105-A03 eathering resistance after 8.0 GJ/m 2 RAL-GZ 716/1 insolation energy drop in notch toughness < 30% or > 28 KJ/m 2 inert, neutral ts eather, chemical, and rot resi- particular resistances physiological properties and environmental behaviour stance termite-proof, rotproof, chemical-resistant as per DN 8061 rider 1, e.g. to: lyes, acids, salts, salt solutions, alkalis, sea ater, petrol, oil, lime, cement, exhaust gases of all kinds ensure that they pose no risk to health or the environment hen handled. Edition Februar 2015 Subject to modification ithout prior notice! 1.1 3

4 Specifications Characteristics sash all thickness as per RAL-GZ 716/1 machining operations corner connections or mechanically opening modes glazing types pane types glazing beads drilling, milling, saing, filing, elding, grinding sash elded / frame elded sliding door dry glazing, glazing ith sealants possible single or insulating glazing, all usual pane thicknesses from 4 28 mm possible engaged over the hole length gaskets a) sash / rolled-in brush pile b) glazing / material coextruded PCE gasket gasket colour commercially available, according to hard- hardare are list hardare fasteners draining sealing flush-mounted basic frame installation in building facade profile shapes colour/laminate variants as per delivery pro- surfaces gramme paint finish cleaning and care Köraclean extra (colour hite), Köraclean color (textured), ater and suitable household cleaner (nonabrasive, nondissolving). We cannot accept liability for all household cleaners. Do not use any cleaning or polishing maintenance arranty grey/black screed drilled or elongated holes near the rebate; slots through draining antechamber (as per instructions) flexible beteen all and outer frame not necessary as per orkbook as per orkbook possible agents that dissolve PVC. hardare maintenance (e.g. oil spray) five years as per BGB Edition Februar 2015 Subject to modification ithout prior notice! 1.1 4

5 2.1 survey Main profiles and ancillaries Highlights 3 Kammer Schiebefenster- und Schiebetürsystem mit 54 mm Bautiefe. Großdimensionierte Stahlarmierungen mit hoher Statik. Ab Werk integrierte Bürstendichtungen soie eine anxtrudierte PCE-Verglasungsdichtung. Kompatibel mit allen 70 mm Standardsystemen und RolaPlus Aufsatzkasten Spezielle Dichtteile für effiziente Abdichtung. Einsatz unterschiedlicher Glasdicken von 4 bis 28 mm. Zurückversetzte Glasleiste mit verkürzter anextrudierter Dichtlippe für schönere Optik. Stütznocken positionieren die Stahlarmierung und halten sie auf Abstand. Die Wärmedämmung ird dadurch optimiert. Verdecktliegende Verschraubung der Zarge in vorgeformte Aufnahmen. Der Blendrahmen Art.-Nr kann verscheißt oder mechanisch verbunden erden. Bautechnisch perfekt vorbereiteter Anschluss. Bestehende Kopplungen, Verbreiterungen und andere Zubehörteile sind problemlos einsetzbar. Mit Adapter Art.-Nr dritte Laufschiene realisierbar. system highlights Three chamber profile cross section ith 54 mm building depth Large scale steel reinforcements ith high static properties and precision fit in hardare Preinstalled brush pile and coextruded PCE glazing gasket Compatible ith all 70 mm standard systems and RolaPlus add-on box Special sealing elements for efficient sealing For diverse glass thicknesses up to 28 mm Backset glazing bead ith shortened coextruded gasket for enhanced visual appeal and easier cleaning Support lobes position the steel reinforcement and secure it at a distance as a measure to counteract heat transfer. Concealed casement scre unions in preformed receivers The outer frame art. no can be elded or connected mechanically. Perfectly prepared building connection Existing couplings, extensions, and other ancillary parts can be used ithout problems. With adapter art. no.6055 third round rail feasible. Edition Februar 2015 Subject to modification ithout prior notice! not to scale! 2.1 1

6 2.1 survey Main profiles and ancillaries Dichtungssystem seals system Verscheißbare Dichtungen/ eldable Seals Verglasungsdichtungen/ glazing gaskets PCE 9B58.T Reparaturdichtung/ repair gasket Glasleistendichtungen/ glazing bead gaskets Bürstendichtung/ brush gasket * * 9090 * Einsatz der Alu-Glasleisten außen / use of aluminium glazing beads on the outside maße für Bearbeitungsmaschinen system dimensions for processing machines Edition Februar 2015 Subject to modification ithout prior notice! not to scale! 2.1 2

7 2.1 survey Main profiles and ancillaries Rahmenprofile frame profiles 6050 Rahmenprofil 43 mm frame profile Seite/page Rahmenprofil 83 mm frame profile Seite/page Rahmenprofil 61 mm frame profile Seite/page Rahmenprofil 81mm frame profile Seite/page Rahmenprofil 55 mm frame profile Seite/page Adapter für dritte Laufschiene adaptor profile for third rail Seite/page 9 Flügelprofile sash profiles 6040 Fluegelprofil 68 mm sash profile Seite/page Flügelprofil 84 mm sash profile Seite/page 10 Pfosten/Kämpfer und Flügelsprossen mullion / transom and sash rails 6048 Flügelsprosse 68 mm sash rail Seite/page Midrail 152 mm midrail Seite/page 11 Stulpprofile floating mullion profiles Rolladenführungsschiene roller shutter guide rail 6067 Stulpprofil 44 mm floating mullion profile Seite/page 12 A000 Alu-Stulpprofil 72 mm aluminium floating mullion profile Seite/page Rolladenführungsschiene roller shutter guide rail Seite/page 12 Edition Februar 2015 Subject to modification ithout prior notice! not to scale! 2.1 3

8 2.1 survey Main profiles and ancillaries 6050 Rahmenprofil 43 mm / frame profile V110 Zubehör Ancillaries Bezeichnung Verstärkung 9C66 9D01 Alu-Schelle 20 mm Dichtteil für 9C66 Drainage 6066 Name reinforcement aluminium threshold sealing pad for 9C66 drainage Zeichnung Draing Values G = 0,1 cm 4 W = 3,0 cm Zubehör Ancillaries Bezeichnung Blendrahmen - abdeckung Name outer frame cover profile 9C62 A265 Alu-Abdeckung unterer Trittschutz unterer Trittschutz zu 9C66 aluminium cover loer door tread bar loer door tread bar to 9C66 9C51 Alu-Laufschiene alu guide rail Zeichnung Draing Values 9C53 Zubehör Ancillaries Bezeichnung Edelstahl- Laufschiene Name steel guide rail 9C63 Labyrinthabschluss maze completion 9C54 Distanzstück für Flügel distance piece 9C55 Klotzbrücke für Rahmen glazing rebate block Zeichnung Draing Values 6059 Zubehör Ancillaries Bezeichnung Führungsschiene oben Name guide rail top Zeichnung Draing Values Edition Februar 2015 Subject to modification ithout prior notice! not to scale! 2.1 4

9 2.1 survey Main profiles and ancillaries 6051 Rahmenprofil 83 mm / frame profile V110 Zubehör Ancillaries Bezeichnung Verstärkung 9C66 9D01 Alu-Schelle 20 mm Dichtteil für 9C66 Drainage 6066 Name reinforcement aluminium threshold sealing pad for 9C66 drainage Zeichnung Draing Values G = 0,1 cm 4 W = 3,0 cm Zubehör Ancillaries Bezeichnung Blendrahmen - abdeckung Name outer frame cover profile 9C62 A265 Alu-Abdeckung unterer Trittschutz unterer Trittschutz zu 9C66 aluminium cover loer door tread bar loer door tread bar to 9C66 9C51 Alu-Laufschiene alu guide rail 6051 Zeichnung Draing Values 9C53 Zubehör Ancillaries Bezeichnung Edelstahl- Laufschiene Name steel guide rail 9C63 Labyrinthabschluss maze completion 9C54 Distanzstück für Flügel distance piece 9C55 Klotzbrücke für Rahmen glazing rebate block Zeichnung Draing Values 6059 Zubehör Ancillaries Bezeichnung Führungsschiene oben Name guide rail top Zeichnung Draing Values Edition Februar 2015 Subject to modification ithout prior notice! not to scale! 2.1 5

10 2.1 survey Main profiles and ancillaries 6052 Rahmenprofil 61 mm / frame profile V107 Zubehör Ancillaries Bezeichnung Verstärkung Name reinforcement 9C52 Eckverbinder für 6052 corner connector 9C66 9D01 Alu-Schelle 20 mm Dichtteil für 9C66 aluminium threshold sealing pad for 9C66 Zeichnung Draing Values G = 1,5 cm 4 W = 5,3 cm Zubehör Ancillaries Bezeichnung Blendrahmen - abdeckung Name outer frame cover profile 9C62 A265 Alu-Abdeckung unterer Trittschutz unterer Trittschutz zu 9C66 aluminium cover loer door tread bar loer door tread bar to 9C66 9C51 Alu-Laufschiene aluminium guide rail 6052 Zeichnung Draing Values Zubehör Ancillaries Bezeichnung Drainage Name drainage C53 Edelstahl- Laufschiene steel guide rail 9C Klotzbrücke Führungsschiene für Rahmen oben glazing rebate block guide rail top Zeichnung Draing Values Zubehör Ancillaries 9C63 Bezeichnung Labyrinthabschluss Name maze completion 9C97 Dichtteil für 6052 sealing pad 9C54 Distanzstück für Flügel distance piece Zeichnung Draing Values Edition Februar 2015 Subject to modification ithout prior notice! not to scale! 2.1 6

11 2.1 survey Main profiles and ancillaries 6053 Rahmenprofil 81mm / frame profile V107 Zubehör Ancillaries Bezeichnung Verstärkung 9C66 9D01 Alu-Schelle 20 mm Dichtteil für 9C66 Drainage 6066 Name reinforcement aluminium threshold sealing pad for 9C66 drainage Zeichnung Draing Values G = 1,5 cm 4 W = 5,3 cm Zubehör Ancillaries Bezeichnung Blendrahmen - abdeckung Name outer frame cover profile 9C62 A265 Alu-Abdeckung unterer Trittschutz unterer Trittschutz zu 9C66 aluminium cover loer door tread bar loer door tread bar to 9C66 9C51 Alu-Laufschiene aluminium guide rail Zeichnung Draing 6053 Values 9C53 Zubehör Ancillaries Bezeichnung Edelstahl- Laufschiene Name steel guide rail 9C63 Labyrinthabschluss maze completion 9C54 Distanzstück für Flügel distance piece 9C55 Klotzbrücke für Rahmen glazing rebate block Zeichnung Draing Values 6059 Zubehör Ancillaries Bezeichnung Führungsschiene oben Name guide rail top Zeichnung Draing Values Edition Februar 2015 Subject to modification ithout prior notice! not to scale! 2.1 7

12 2.1 survey Main profiles and ancillaries 6054 Rahmenprofil 55 mm / frame profile V108 Zubehör Ancillaries Bezeichnung Verstärkung 1,25 mm Name reinforcement V109 Verstärkung 2,0 mm Reinforcement 9C66 9D01 Alu-Schelle 20 mm Dichtteil für 9C66 aluminium threshold sealing pad for 9C66 Zeichnung Draing Values G = 0,5 cm 4 W = 3,3 cm 4 G = 0,7 cm 4 W = 4,8 cm 4 Zubehör Ancillaries Bezeichnung Drainage Name drainage Blendrahmen - abdeckung outer frame cover profile 9C62 A265 Alu-Abdeckung unterer Trittschutz unterer Trittschutz zu 9C66 aluminium cover loer door tread bar loer door tread bar to 9C Zeichnung Draing Values 9C51 Zubehör Ancillaries Bezeichnung Alu-Laufschiene Name alu guide rail 9C53 Edelstahl- Laufschiene steel guide rail 9C63 Labyrinthabschluss maze completion 9C54 Distanzstück für Flügel distance piece Zeichnung Draing Values 9C Zubehör Ancillaries Bezeichnung Klotzbrücke für Rahmen Führungsschiene oben Name glazing rebate block guide rail top Zeichnung Draing Values Edition Februar 2015 Subject to modification ithout prior notice! not to scale! 2.1 8

13 2.1 survey Main profiles and ancillaries 6055 Adapter / adaptor profile V110 Zubehör Ancillaries Bezeichnung Verstärkung 9D56 Stützbrücke S036 Clipsschraube 9C51 Alu-Laufschiene Name reinforcement frame support bridge clipping scre aluminium guide rail Zeichnung Draing Values G = 0,1 cm 4 W = 3,0 cm für dritte Laufschiene for third rail 9C53 Zubehör Ancillaries Bezeichnung Edelstahl- Laufschiene Name steel guide rail 9D55 Labyrinthabschluss maze completion 9C54 Distanzstück für Flügel distance piece A166 Alu-Schelle für dritte Laufschiene aluminium threshol for third rail Zeichnung Draing Values 9D01 A265 M324 Zubehör Ancillaries Bezeichnung Dichtteil für A166 Alu-Abdeckung Füllkern unterer Trittschutz Name sealing pad for A166 alu cover filling block loer door tread bar 6059 Führungsschiene oben guide rail top Zeichnung Draing Values Edition Februar 2015 Subject to modification ithout prior notice! not to scale! 2.1 9

14 2.1 survey Main profiles and ancillaries 6040 Fluegelprofil 68 mm / sash profile V104 V105 Zubehör Ancillaries Bezeichnung Verstärkung 1,25mm Verstärkung 2,0 mm 6060 nterlock für C59 Endkappe für 6060 Name reinforcement reinforcement interlock end cap Zeichnung Draing Values G = 1,2 cm 4 W = 2,4 cm 4 G = 1,8 cm 4 W = 3,5 cm 4 9C56 Zubehör Ancillaries Bezeichnung Klotzbrücke für Flügel Name glazing rebate block 9C68 Abdeckkappen für 9C57/9C58 end cap 9C57 Alu- Ziehgriff zu 6040 aluminium pull for D 6040L mit scharzer Dichtung ith black seal mit lichtgrauer Dichtung ith grey seal Zeichnung Draing Values 6041 Flügelprofil 84 mm / sash profile V106 Zubehör Ancillaries Bezeichnung Verstärkung 2,5 mm Name reinforcement 6061 nterlock für 6041 interlock Endkappe für 6061 end cap 9C60 9C58 Alu- Ziehgriff zu 6041 aluminium pull for 6041 Zeichnung Draing Values G = 5,7 cm 4 W = 5,3 cm 4 9C56 Zubehör Ancillaries Bezeichnung Klotzbrücke für Flügel Name glazing rebate block 9C68 Abdeckkappen für 9C57/9C58 end cap 9C61 nterlock Alu zu 6041 interlock alu Zeichnung Draing 6041.D mit scharzer Dichtung ith black seal 6041.L mit lichtgrauer Dichtung Values Edition Februar 2015 Subject to modification ithout prior notice! not to scale!

15 2.1 survey Main profiles and ancillaries 6048 Flügelsprosse 68 mm / sash rail V081 9C50 Zubehör Ancillaries Bezeichnung Verstärkung 1,5 mm Dichtteil für 6048 Name reinforcement sealing pad Zeichnung Draing Werte Values x = 0,1 cm 4 y = 1,3 cm D 6048L mit scharzen Dichtungen ith black seals mit grauen Dichtungen ith grey seals 6049 Midrail 152 mm / midrail V081 Zubehör Ancillaries Bezeichnung Verstärkung Name reinforcement 9C49 Dichtteil für Midrail 6049 sealing pad 6062.D 6062.L Dichtleiste mit scharzer Dichtung Dichtleiste mit lichtgrauer Dichtung sealing ith sealing ith black gasket ligth grey gasket Zeichnung Draing Werte Values x = 0,1 cm 4 y = 1,3 cm D 6049L mit scharzen Dichtungen ith black seals mit grauen Dichtungen ith grey seals Edition Februar 2015 Subject to modification ithout prior notice! not to scale!

16 2.1 survey Main profiles and ancillaries 4096 Rolladenführungsschiene / roller shutter guide rail Zubehör Ancillaries G083 (9014) Bezeichnung Dichtung Name gasket G082 (9D40) Dichtung gasket S076 (9447) Klemmnippel clamp nipple S074 (9419) Klemmnippel Kunststoffkopf clamp nipple plastic head Zeichnung Draing Werte values grau grey Stulpprofil 44 mm / floating mullion profile A000 Alu-Stulpprofil 72 mm / aluminium floating mullion profile 6067 A000 Edition Februar 2015 Subject to modification ithout prior notice! not to scale!

17 Overvie of profiles Additional profiles Glazing beads, gaskets glazing bead 33 mm art. no */033.02** glazing bead 29 mm art. no */029.02** glazing bead 20 mm art. no */320.02** glazing bead 16 mm art. no * glazing bead 16 mm art. no * glazing bead 14 mm art. no * glazing bead 12 mm art. no * glazing bead 12 mm art. no * glazing bead 10 mm art. no * glazing bead 8 mm art. no */008.02** manual roll-in gasket 4 mm eldable art. no. 9B58.T * ith installed 4 mm gasket ** ith installed 2 mm gasket Edition Februar 2015 Subject to modification ithout prior notice! not to scale! 2.2 1

18 Overvie of profiles Additional profiles Glazing beads, gaskets glazing bead 35 mm art. no glazing bead 33 mm art. no glazing bead 31 mm art. no glazing bead 29 mm art. no glazing bead 27 mm art. no glazing bead 27 mm art. no glazing bead 25 mm art. no glazing bead 25 mm art. no glazing bead 23 mm art. no glazing bead 23 mm art. no glazing bead 21 mm art. no glazing bead 21 mm art. no glazing bead 19 mm art. no glazing bead 19 mm art. no glazing bead 17 mm art. no glazing bead 15 mm art. no glazing bead 13 mm art. no glazing bead 11 mm art. no manual roll-in gasket 4 mm eldable art. no. 9B58.T Edition Februar 2015 Subject to modification ithout prior notice! Nicht maßstäblich! 2.2 2

19 Overvie of item combinations 6050/6040/9C /6040/9C /6040/9C /6040/9C62 sight line: 103 mm sight line: 115 mm sight line: 121 mm sight line: 141 mm 1, 3.2 2, 3.2 3, 3.2 4, /6040/9C /6041/9C /6041/9C /6041/9C62 sight line: 143 mm sight line: 119 mm sight line: 131 mm sight line: 137 mm 5, 3.2 6, 3.2 7, 3.2 8, /6041/9C /6041/9C62 9C66/6040 9C66/6041 sight line: 157 mm sight line: 159 mm sight line: 80 mm sight line: 96 mm 9, , , , 3.2 Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD0031 not to scale! 3.1 1

20 Overvie of item combinations 6052/6040/fixed_bottom 6052/6041/fixed_top 6052/6040/fixed_top 6052/6041/fixed_top sight line: 139 mm sight line: 155 mm sight line: 139 mm sight line: 155 mm 13, , , , / /9C / /9C58 sight line: 70.5 mm sight line: 70.5 mm sight line: 86.5 mm sight line: 86.5 mm 17, , , , /6067/ /6067/ fixed 6049-fixed sight line: 144 mm sight line: 176 mm sight line: 68 mm sight line: 152 mm 21, , , , 3.2 Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD0031 not to scale! 3.1 2

21 Overvie of item combinations 6050-fixed 6054-fixed 6052-fixed 6053-fixed sight line: 61 mm sight line: 73 mm sight line: 79 mm sight line: 99 mm 25, , , , fixed sight line: 101 mm 29, 3.2 Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD0031 not to scale! 3.1 3

22 Profile combinations Sectional draings Outer frame and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6050 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

23 Profile combinations Sectional draings Outer frame and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6054 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

24 Profile combinations Sectional draings Outer frame and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6052 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

25 Profile combinations Sectional draings Outer frame and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6053 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

26 Profile combinations Sectional draings Outer frame and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6051 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

27 Profile combinations Sectional draings Outer frame and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6050 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

28 Profile combinations Sectional draings Outer frame and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6054 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

29 Profile combinations Sectional draings Outer frame and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6052 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

30 Profile combinations Sectional draings Outer frame and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6053 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

31 Profile combinations Sectional draings Outer frame and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6051 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

32 Profile combinations Sectional draings Outer frame and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6040 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

33 Profile combinations Sectional draings Outer frame and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6041 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

34 Profile combinations Sectional draings Fixed-moving combination profile steel x value Art. no. Art. no. [cm 4 ] 6052 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

35 Profile combinations Sectional draings Fixed-moving combination profile steel x value Art. no. Art. no. [cm 4 ] 6052 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

36 Profile combinations Sectional draings Fixed-moving combination profile steel x value Art. no. Art. no. [cm 4 ] 6052 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

37 Profile combinations Sectional draings Fixed-moving combination profile steel x value Art. no. Art. no. [cm 4 ] 6052 V cm V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

38 Profile combinations Sectional draings Sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6040 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

39 Profile combinations Sectional draings Sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6040 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

40 Profile combinations Sectional draings Sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6041 V cm 4 Hineis: nterlok Art.-Nr außen: bei einseitig folierten Elementen Farbcode 2xx Hineis: bei einseitig folierten Elementen sind die gekennzeichneten Flächen zu lackieren 6061 innen - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

41 Profile combinations Sectional draings Sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6041 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

42 Profile combinations Sectional draings Floating mullion and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6040 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

43 Profile combinations Sectional draings Floating mullion and sash combination profile steel x value Art. no. Art. no. [cm 4 ] 6041 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

44 Profile combinations Sectional draings Fixed glazing profile steel x value Art. no. Art. no. [cm 4 ] 6048 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

45 Profile combinations Sectional draings Fixed glazing profile steel x value Art. no. Art. no. [cm 4 ] 6049 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

46 Profile combinations Sectional draings Fixed glazing profile steel x value Art. no. Art. no. [cm 4 ] 6050 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

47 Profile combinations Sectional draings Fixed glazing profile steel x value Art. no. Art. no. [cm 4 ] 6054 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

48 Profile combinations Sectional draings Fixed glazing profile steel x value Art. no. Art. no. [cm 4 ] 6052 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

49 Profile combinations Sectional draings Fixed glazing profile steel x value Art. no. Art. no. [cm 4 ] 6053 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

50 Profile combinations Sectional draings Fixed glazing profile steel x value Art. no. Art. no. [cm 4 ] 6051 V cm 4 - # = glazing deduction Stand: Februar 2015 profine GmbH Technische Änderungen vorbehalten! Best.-Nr. 101TD :

51 Windo statics Y = division size Y = division size Section A X = element size Section B a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size e = internal sash size g = sash steel size Y = division size Y = division size X = element size = external outer frame measurement X = element size = external outer frame measurement f = internal outer frame size e = internal sash size d = sash pane size c = glazing bead length g = sash steel size b = sash rebate size a = external sash measurement Combination Section A Section B Section A Section B outer frame sash a X- 70 Y+ 7 X- 70 Y- 1 b X- 116 Y- 39 X- 116 Y- 47 c X- 198 Y- 121 X- 166 Y- 97 d X- 208 Y- 131 X- 176 Y- 107 e X- 238 Y- 161 X- 206 Y- 137 f X- 86 X- 86 g X- 208 Y- 131 X- 176 Y- 107 h i Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale! 3.3 1

52 Windo statics Y = division size Y = division size Section A X = element size Section B a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size X = element size = external outer frame measurement f = internal outer frame size e = internal sash size d = sash pane size c = glazing bead length g = sash steel size b = sash rebate size a = external sash measurement e = internal sash size g = sash steel size Y = division size X = element size = external outer frame measurement Y = division size Combination Section A Section B Section A Section B outer frame sash a X- 94 Y- 5 X- 94 Y- 13 b X- 140 Y- 51 X- 140 Y- 59 c X- 222 Y- 133 X- 190 Y- 109 d X- 232 Y- 143 X- 200 Y- 119 e X- 262 Y- 173 X- 230 Y- 149 f X- 110 X- 110 g X- 232 Y- 143 X- 200 Y- 119 h i Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale! 3.3 2

53 Windo statics Y = division size Y = division size Section A X = element size Section B a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size X = element size = external outer frame measurement f = internal outer frame size e = internal sash size d = sash pane size c = glazing bead length g = sash steel size b = sash rebate size a = external sash measurement e = internal sash size g = sash steel size Y = division size Y = division size X = element size = external outer frame measurement threshold Art.-Nr. 9C68 Combination Section A Section B Section A Section B Section A Section A outer frame /9C /9C68 sash a X- 106 Y- 11 X- 106 Y- 19 X- 65 X- 65 b X- 152 Y- 57 X- 152 Y- 65 X- 111 X- 111 c X- 234 Y- 139 X- 202 Y- 115 X- 193 X- 161 d X- 244 Y- 149 X- 212 Y- 125 X- 203 X- 171 e X- 274 Y- 179 X- 242 Y- 155 X- 233 X- 201 f X- 122 X- 122 X- 81 X- 81 g X- 244 Y- 149 X- 212 Y- 125 X- 203 X- 171 h i * outer frameaufmaß Section A, siehe 4 (mechanische Verbindungen Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale! 3.3 3

54 Windo statics Y = division size Y = division size Section A X = element size Section B a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size X = element size = external outer frame measurement f = internal outer frame size e = internal sash size d = sash pane size c = glazing bead length g = sash steel size b = sash rebate size a = external sash measurement 20 e = internal sash size g = sash steel size Y = division size Y = division size X = element size = external outer frame measurement Combination Section A Section B Section A Section B outer frame sash a X- 146 Y- 31 X- 146 Y- 39 b X- 192 Y- 77 X- 192 Y- 85 c X- 274 Y- 159 X- 242 Y- 135 d X- 284 Y- 169 X- 252 Y- 145 e X- 314 Y- 199 X- 282 Y- 175 f X- 162 X- 162 g X- 284 Y- 169 X- 252 Y- 145 h i Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale! 3.3 4

55 Windo statics Y = division size Y = division size Section A X = element size Section B a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size X = element size = external outer frame measurement f = internal outer frame size e = internal sash size d = sash pane size c = glazing bead length g = sash steel size b = sash rebate size a = external sash measurement e = internal sash size g = sash steel size Y = division size Y = division size X = element size = external outer frame measurement Combination Section A Section B Section A Section B outer frame sash a X- 150 Y- 33 X- 150 Y- 41 b X- 196 Y- 79 X- 196 Y- 87 c X- 278 Y- 161 X- 246 Y- 137 d X- 288 Y- 171 X- 256 Y- 147 e X- 318 Y- 201 X- 286 Y- 177 f X- 166 X- 166 g X- 288 Y- 171 X- 256 Y- 147 h i Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale! 3.3 5

56 Windo statics Y = division size Y = division size Section A Section C X = element size c2 = glazing bead length d2 = sash steel size outer frame X = element size = external outer frame measurement Y2 = division size Y1 = division size f = internal outer frame size c1 = glazing bead length e = internal sash size d1 = sash steel size outer frame d = sash pane size f1 = internal size outer frame c = glazing bead length g = sash steel size b = sash rebate size a = external sash measurement f2 = internal size outer frame h = mullion length idth X1 = element size= external outer frame measurement 43 Combination Section A Section B Section C Section A Section A Section B outer frame sash a* Y2-88 Y +7 Y2-88 Y -1 b* Y2-134 Y -39 Y2-134 Y -47 c* Y2-216 Y -121 Y2-184 Y -97 c1* Y1-43 c2* X1-86 d* Y2-226 Y -131 Y2-194 Y -107 d1* Y1-53 d2* X1-96 e* Y2-256 Y -161 Y2-224 Y -137 f* Y2-102 Y2-104 f1* Y1-79 f2* X1-122 g Y2-226 Y -131 Y2-194 Y -107 h X1-40 * Breitenmaße Section B, siehe 1 Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale! 3.3 6

57 Windo statics Y = division size Y = division size Section A Section C X = element size c2 = glazing bead length d2sash steel size outer frame X = element size = external outer frame measurement Y2 = division size Y1 = division size f = internal outer frame size c1 = glazing bead length e = internal sash size d1 = sash steel size outer frame d = sash pane size f1 = internal size outer frame c = glazing bead length g = sash steel size b = sash rebate size a = external sash measurement f2 = internal size outer frame h = mullion length idth X1 = element size= external outer frame measurement Combination Section A Section B Section C Section A Section A Section B outer frame sash a* Y2-100 Y -5 Y2-100 Y -13 b* Y2-146 Y -51 Y2-146 Y -59 c* Y2-228 Y -133 Y2-196 Y -109 c1* Y1-55 c2* X1-110 d* Y2-238 Y -143 Y2-206 Y -119 d1* Y1-65 d2* X1-120 e* Y2-268 Y -173 Y2-236 Y -149 f* Y2-116 Y2-116 f1* Y1-91 f2* X1-146 g Y2-238 Y -143 Y2-236 Y -119 h X1-100 * Breitenmaße Section B, siehe 2 Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale! 3.3 7

58 Windo statics Y = division size Y = division size Section A Section C X = element size c2 = glazing bead length d2sash steel size outer frame X = element size = external outer frame measurement Y = division size Y1 = division size f = internal outer frame size e = internal sash c1 = glazing bead length size g1sash steel size outer frame d = sash steel size f1 = internal size outer frame c = glazing bead length g = sash steel size b = sash rebate size a = external sash measurement f2 = internal size outer frame h = mullion length idth X1 = element size= external outer frame measurement threshold Art.-Nr. 9C68 Combination Section A Section B Section C Section A Section A Section B Section A Section A outer frame /9C /9C68 sash a* Y2-106 Y -11 Y2-106 Y -19 Y2-65 Y2-65 b* Y2-152 Y -57 Y2-152 Y -65 Y2-111 Y2-111 c* Y2-234 Y -139 Y2-202 Y -115 Y2-193 Y2-161 c1* Y1-61 c2* X1-122 d* Y2-244 Y -149 Y2-212 Y -125 Y2-203 Y2-171 d1* Y1-71 d2* X1-132 e* Y2-274 Y -179 Y2-242 Y -155 Y2-233 Y2-106 f* Y2-122 Y2-122 Y2-81 Y2-81 f1* Y1-97 f2* X1-158 g Y2-244 Y -119 Y2-212 Y -125 Y2-171 Y2-171 h X1-76 * Breitenmaße Section B, siehe 3 Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale! 3.3 8

59 Windo statics Section A Y = division size Y = division size X = element size Section C c2 = glazing bead length g2 = sash steel size outer frame X = element size = external outer frame measurement Y2 = division size Y1 = division size f = internal outer frame size c1 = glazing bead length e = internal sash size g1 = sash steel size outer frame d = sash pane size f1 = internal size outer frame c = glazing bead length g = sash steel size b = sash rebate size a = external sash measurement f2 = internal size outer frame h = mullion length idth X1 = element size= external outer frame measurement Combination Section A Section B Section C Section A Section A Section B outer frame sash a* Y2-126 Y -31 Y2-126 Y -39 b* Y2-172 Y -77 Y2-172 Y -85 c* Y2-254 Y -159 Y2-222 Y -135 c1* Y1-81 c2* X1-162 d* Y2-264 Y -169 Y2-232 Y -145 d1* Y1-91 d2* X1-172 e* Y2-294 Y -199 Y2-282 Y -175 f* Y2-142 Y2-142 f1* Y1-117 f2* X1-198 g Y2-264 Y -169 Y2-232 Y -145 h X1-116 * Breitenmaße Section B, siehe 4 Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale! 3.3 9

60 Windo statics Section A Y = division size Y = division size Section C X = element size c2 = glazing bead length g2 = sash steel size outer frame X = element size = external outer frame measurement Y2 = division size Y1 = division size f = internal outer frame size c1 = glazing bead length e = internal sash size g1 = sash steel size outer frame d = sash pane size f1 = internal size outer frame c = glazing bead length g = sash steel size b = sash rebate size a = external sash measurement f2 = internal size outer frame h = mullion length idth X1 = element size= external outer frame measurement Combination Section A Section B Section C Section A Section A Section B outer frame sash a* Y2-128 Y -33 Y2-128 Y -41 b* Y2-174 Y -79 Y2-174 Y -87 c* Y2-256 Y -161 Y2-224 Y -137 c1* Y1-83 c2* X1-166 d* Y2-266 Y -171 Y2-234 Y -147 d1* Y1-93 d2* X1-176 e* Y2-296 Y -201 Y2-264 Y -177 f* Y2-144 Y2-144 f1* Y1-119 f2* X1-202 g Y2-266 Y -171 Y2-234 Y -147 h X1-120 * Breitenmaße Section C, siehe 5 Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale!

61 Windo statics a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size Section A X = element size = external outer frame measurement a = external sash measurement b = sash rebate size c = glazing bead length Section B d = sash pane size X = element size = external outer frame measurement Combination Section A Section B Section C Section A Section B Section C outer frame sash rebate reverser a X +6 X +90 X -70 X -10 X +58 X b X -132 X -94 X -116 X -148 X -126 X c X -378 X -422 X -198 X -298 X -326 X d X -408 X -462 X -208 X -328 X -366 X X = element size = external outer frame measurement b = sash rebate size d = sash pane size c = glazing bead length a = external sash measurement Section C Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale!

62 Windo statics a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size Section A X = element size = external outer frame measurement a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size Section B X = element size = external outer frame measurement Combination Section A Section B Section C Section A Section B Section C outer frame sash rebate reverser a X -18 X +66 X -94 X -34 X +34 X b X -156 X -118 X -140 X -172 X -150 X c X -402 X -446 X -222 X -322 X -350 X d X -432 X -486 X -232 X -352 X -390 X X = element size = external outer frame measurement b = sash rebate size d = sash pane size c = glazing bead length a = external sash measurement Section C Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale!

63 Windo statics a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size Section A X = element size = external outer frame measurement a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size Section B X = element size = external outer frame measurement Combination Section A Section B Section C Section A Section B Section C outer frame sash Stulp a X -30 X +54 X -106 X -46 X +22 X b X -168 X -130 X -152 X -184 X -162 X c X -414 X -458 X -234 X -334 X -362 X d X -444 X -498 X -244 X -364 X -402 X X = element size = external outer frame measurement b = sash rebate size d = sash steel size c = glazing bead length a = external sash measurement Section C Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale!

64 Windo statics a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size Section A X = element size = external outer frame measurement a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size Section B X = element size = external outer frame measurement Combination Section A Section B Section C Section A Section B Section C outer frame sash Stulp a X -70 X +14 X -146 X -86 X -18 X b X -208 X -170 X -192 X -224 X -202 X c X -454 X -498 X -274 X -374 X -402 X d X -484 X -538 X -284 X -404 X -442 X X = element size = external outer frame measurement b = sash rebate size d = sash steel size c = glazing bead length a = external sash measurement Section C Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale!

65 Windo statics a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size Section A X = element size = external outer frame measurement a = external sash measurement b = sash rebate size c = glazing bead length d = sash pane size Section B X = element size = external outer frame measurement Combination Section A Section B Section C Section A Section B Section C outer frame sash Stulp a X -74 X +10 X -150 X -90 X -22 X b X -212 X -174 X -196 X -228 X -206 X c X -458 X -502 X -278 X -378 X -406 X d X -488 X -542 X -288 X -408 X -446 X X = element size = external outer frame measurement b = sash rebate size d = sash steel size c = glazing bead length a = external sash measurement Section C Last revised: Februar 2015 profine GmbH Specifications subject to modification ithout prior notice! not to scale!

66 General processing instructions 9B Work instructions Trim frame and sash profiles to specification (note 5 mm alloance for elding burn-off) Deductions can be taken from the structural and sectional draings. Reinforce, drain, vent, eld, and clean the frame and sash profiles in accordance ith the instructions. After the trims on the PVC profiles these must be reinforced ith the prescribed, galvanised steel profiles. The steel must be trimmed so that a distance of min 5 mm and max 55 mm is kept from the mitres. The steel reinforcement must be secured alternately to the left and right of centre at max 30 cm intervals. Cut the aluminium rail art. no. 9C51 or, near the coast, the V2A rail art. no. 9C53 to length, and strike this into the bottom horizontal receiving groove in the frame. The visible glazing bead grooves in the top and vertical frame sections can be covered ith the cover profile art. no The sealing element art. no. 9C63 must be screed into the central section seal at the bottom centre of the frame duct. The frame is sealed around its circumference ith silicone. Glaze this in accordance ith the glazing table, and install the sashes fitted ith hardare and carriage on the rail in the frame. For the top centre section seal the sashes are pushed to one side and the sealing element art. no. 9C63 is installed in the bottom section. Trim the interlock art. no. 6060/6061 to the specified size, and clip on the ends the cover art. no. 9C59/9C60. On four-sashed elements the sashes are first hung in before the add-on profile art. no is pressed into the hardare groove and screed to the sash. The groove can be covered ith the cover profile art. no nstall the hardare parts in the frame in accordance ith the hardare manufacturer s assembly draing, and check that the sashes operate correctly. To cover the drainage and ventilation slots visible on the outside glue on the eather bar profile art. no over the hole idth or install ater slot caps art. no To cover the internal frame rebate press in the cover profile art. no The profile must be notched at the drainage slots. The RolaPlus box is manufactured and installed in accordance ith the RolaPlus processing instructions. 9C Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale 4.1 1

67 Frame drainage on sliding indo or door Draining the frame rebate Drainage apertures must be provided for the controlled drainage of ater out of the frame rebate chamber. n the bottom horizontal outer frame rebate at least to apertures must be milled 100 mm from the inside corner at a max spacing of 600 mm (see Section A A). Aperture sizes: elongated holes min 5 x 20 mm The apertures must be offset at about 50 mm from the outer frame rebate in the antechamber and from the antechamber to the outside (see Fig 1). A A A A B B _< 600 Section A A Section B B hen spacing > 600 provide three rebate apertures in the outer frame NOTE We recommend distributing evenly the direct ater slots or openings to the outside on the horizontal sliding indo frame and on the fixed glazing and covering these ith the eather bar art. no Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale 4.1 2

68 General processing instructions Fig 1 Drainage 30 to the front Fig 2 Drainage 30 donards The outer apertures must be offset by 50 mm. Fig 3 Drainage threshold NOTE On the mechanical corner connection the draining profile chambers of the horizontal outer frame or aluminium threshold must be sealed ith neutral curing silicone. Drainage tube art. no As an alternative to the elongated holes the drainage tube 0391 can be installed on the inside of the sliding indo frame for draining. Distance from the inside corner about 100 mm. The drilled holes must be provided ith the drill jig 9C98 (see Fig 4). Drainage profile art. no As an alternative to the door tread bar the rebate cover profile can be installed in the bottom outer frame section. n this case the internal visible frame duct is covered over its hole idth up to the bottom sealing strip ith the cover profile art. no Section A A Fig 4 Drill jig art. no. 9C Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale 4.1 3

69 Vapour pressure relief Fig 4 nside vie of sash Drainage 30 donards Vapour pressure relief for glazing rebates The glazing system features a rebate space free of sealants. n the dry glazing system the sealing beteen the glass and frame takes the form of seal profiles arranged on the eather and inside. Moisture is prevented from accumulating in the glazing section hen vapour pressure relief holes leading outside are orked into the rebate space (see Fig 4). This vapour pressure relief must be provided for each glazing section. The technical guidelines issued by the German glazing trade stipulate at least to apertures spaced at max 600 mm from each other in the bottom transverse section. There must be a hole in each corner of the top transverse section. Aperture sizes:elongated holes min 5 x 20 mm alternatively, holes 7 mm in diameter The apertures from the glazing rebate to the antechamber and to the outside must be offset to each other by about 50 mm (see Fig 5). These holes must not be obstructed by the blocking! Fig 5 nside vie of sash ventilation (5 x 20 mm) sash glazing rebate ventilation slots (5 x 20 mm) Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale 4.1 4

70 Drainage and vapour pressure relief Examples Drainage and vapour pressure relief NOTE To cover the top ventilation slots attach the eather bar art. no (Fig 5) horizontally over the hole frame idth. Fig 5 Fig Fig 7 Fig 8 * MPORTANT * The antechamber of non-hite profiles must be ventilated if heat is to be prevented from accumulating! * Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale 4.1 5

71 scre union Screing the steel reinforcement in the outer frame and sash Ho the steels are screed and the doel holes positioned can be taken from the depicted diagrams. (Figs 1 3.) Fig 1 Fig Fig 3 self-drilling scre Ø 3.9 x 13 mm self-drilling scre ith cheese head Ø 3.9 x 9.5 mm Supplier Joseph Dresselhaus GmbH & Co. KG Zeppelinstr. 13 D Herford tel +49 (0) 5251 / fax +49 (0) 5251 / info@dresselhaus.de internet.dresselhaus.de 6040 Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale 4.1 6

72 Processing sash profiles Processing sash frame profiles Fig 1 Welding the sash Processing instructions for eldable gaskets a) Material Weldable seals are manufactured from elastomers that can be processed like thermoplastics. This makes the gaskets eldable, so that they can be rolled into the profiles and elded to the frame or sash before they leave the production facilities. There is then no need to roll in EPDM seals on ready-elded and cleaned elements. The materials used fulfil the requirements under the RAL guideline GZ 716/1 Section for seals. The eldable gaskets are manufactured from a PVC-compatible material so that saing sections do not have to be sorted. b) Processing A decisive factor affecting the indo s quality is the care taken in processing the profiles. The applicability of the basic processing instructions remain unaffected. A list of the corresponding deviations and other instructions is given in the folloing. Fig 2 Cleaning the sash c) Trimming The profiles are trimmed on the same commercially available equipment as are used for profiles ithout coextruded gaskets. Beds (see Fig 1) and guide rails must be designed to provide adequate space for the gasket. The gasket must not deform during the saing process. After trimming, the gasket s trimmed edge must be in alignment ith the profile s trimmed edge. The quality of the cut is affected by: the sa blade used, the circumferential and feed speeds for trimming, the sa s state of ear and tear, and the direction of the cut. Please consult the manufacturer of your machine. d) Welding This takes place on commercially available elding machines, but there must be no changes to the parameters for processing profiles ithout rolled-in gasket. The burn-off must be kept as small as possible. Weld seam limits provide a sustained improvement to the results. Beds must be adjusted to the seal geometry so that the seal cannot deform during the elding process. The beds must be fitted ith limiter cutters at the gasket to restrict its movement completely. Make sure hen placing the profiles on the machine that the seal is not deformed or damaged. Work on the gasket in the glass re bate may make use of hold-dons. e) Cleaning corners Make sure hen cleaning the corners that the gasket is not damaged by milling cutters or sa blades. For this reason, sets of cutters must be modified and CNC systems reprogrammed accordingly. At the sash stop the area beteen the gasket and hardare groove must be cleaned ith the unit (see Fig 2). At the same time make sure that there can be no damage to the gasket. When the system allos this, a trapezoidal miller must be traversed under the gasket lip. When this is not possible, hold-dons must be used during elding. Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale 4.1 7

73 Processing sash profiles Fig 3 f) Other machining operations With all other units make sure that they cannot collide ith and therefore cause damage to the seal (e.g. drill chuck). Bending profiles ith rolled-in gasket may cause the gasket to sell! On round-arched elements the gasket must be rolled into the ready-bent profile section. NOTE The sash can be hung in more easily and the running properties improved hen the inside elding corners are orked ith a chisel or side cutter (see Fig 3). Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale 4.1 8

74 nstalling ancillaries Fig 1 Example application 9C63 nstalling the antilift block The antilift blocks 9C63 (or 9C64 hen the EuroFutur system outer frame is used ith the adapter 6065; see Fig 2) is positioned on the division axis. Preliminary holes are drilled in the top and bottom of the antilift blocks, scre axis 3 mm. Before the bottom antilift block is screed don the grooves must be filled along three sides ith sealant (neutral curing silicone; see Fig 3). Hanging in becomes easier hen the top antilift block is first screed on the building side. n addition a Ø 7 mm hole must be drilled in addition on the element s division axis in accordance ith Fig 3. This hole must be drilled through both outer antechambers (see Fig 4). Sealing the hole isolates the internal frame rebate from the outside. Fig 2 Example application 9C64 for outer frame ith adapter 6065 Fig 3 nstalling the antilift block Fig 4 Sealing the centre join indo installation scre Ø 4.2 x 22mm Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale 4.1 9

75 nstalling ancillaries Fig 5 Example application 9D01 nstalling the antilift block at the threshold The antilift block 9D01 is clipped into the bottom of the threshold aluminium 9C66. Before the bottom antilift block is installed the to grooves must be filled ith sealant (neutral curing silicone; see Fig 6). Also the outer antechamber on the threshold aluminium is drilled ith Ø 7 mm holes and sealed (see Fig 7). Fig 6 nstalling the antilift block at the threshold Fig 7 Sealing the centre join Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

76 nstalling ancillaries Securing the fixed pane spacer block spacer block article no. 9C54 bearing block The spacers 9C54 are screed to the frame in accordance ith the diagram. To spacers 9C54 each must be installed at the top and bottom and on the sides. On sash heights greater than 1500 mm an additional spacer must be installed on the sides and at the centre. To hang in the sash, push it to the side over the spacer toards the outer frame. After positioning the sash is secured ith scres introduced through the glass rebate and spacers. Sash 6040 ith scre 4.8 x 60 mm Sash 6041 ith scre 4.8 x 80 mm The glazing blocks 9C56 (for bearing and spacer blocks) must be placed over the spacer blocks 9C54. spacer 9C54 scre 4.2 x 25 mm 6041 screed to outer frame 4.2 x 80 mm Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

77 nstalling ancillaries nstalling rail and groove cover internal measure 2 mm The rails 9C51 (Fig 1) or alternatively the stainless steel rail 9C53 (Fig 2) is engaged ith the rubber hammer in the bottom receiving groove of the outer frame (length = internal measure minus 2 mm). Clipping in the groove cover 0914 (Fig 3) also covers the visible outer frame groove. Fig 1 Rail 9C51 Fig 2 Rail 9C53 Groove cover 0914 Fig 3 Groove cover 0914 The rails 9C65 (Fig 4) are installed on the EuroFutur outer frame or on the adapter At the same time silicone must be applied over the hole length (see Fig 4). internal measure 2 mm The adapter 6065 (Fig 4) is glued ith PVC adhesive in the glazing bead groove and over the hole length of its side to the outer frame. apply silicone Fig 4 Rail 9C65 Apply PVC adhesive Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

78 nstalling door tread bar nstalling door tread bar The outer frame cover profile 9C62 or loer door tread bar A265 is trimmed to a straight edge (or contoured for connection to the outer frame; see Fig 3 and 5). Roll in the brush gasket 9090, and clip in the cover profile into the bottom outer groove on the outer frame (Fig 2 and 4). Trim for 9C62 and A265 Frame profile Fig 1 division size X Sliding sash ith fixed panel Deductions in mm for (based on division size) X 53 X 65 X X 61 X 73 X 79 Fig 2 Example application ith outer frame 6054 Fig 3 9C62 horizontal Fig 4 Fig 5 Example application ith aluminium threshold 9C66 A265 horizontal Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

79 nstalling ancillaries Roller shutter guide rails and eather bars So that roller shutter guide rails and the eather bar can be secured permanently to painted profiles these additional profiles are provided ith a clip groove. Secured to the frame or sash profile the clipping element 9447 can take roller shutter guide rails and eather bars. These elements can still be bonded to hite indo profiles. On colour indo profiles the elements must be secured to the clamping rail 9B00 (see Fig 1). Processing 1. First use the drill jig 9905 on the frame or sash profiles to drill holes of 7.5 mm diameter for receiving the clipping elements The drilled holes must be spaced at about 200 mm. Fig 1 nstalling the clamping rail 9B00 Fig 2 2. The clipping element 9447 is inserted and aligned in the hole. No the centre fastening pin must be driven in. Afterards the rails and eather bar prepared ith a dosed bead of sealant can be pressed or clipped on the clipping elements. Use a moist cloth to remove any sealing compound elling out of the join as soon as you have clipped on the rails or eather bar. MPORTANT Use only Ködisil BAW 9974 for sealing! Fig 3 Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

80 nstalling ancillaries 3. The clipping element 9447 and the adjustable drill jig 9905 can be used to position the rail precisely to the individual building situation and the eather bar. Dim X in mm Frame Roller shutter guide rail 4096 Weather bar 1244 Clipping parts Gasket Clamping parts item no Clamping parts item no. 9B00 Scre nipple item no Scre nipple item no Brush gasket for item no item no Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

81 Mechanical connection nstalling mullion and transom or corner connector Mechanical connections (straight-edged) List of mechanical connecting parts sealing element for outer frame item no corner connector for outer frame item no drill jig for outer frame item no item no. 9C97 item no. 9C52 item no. 9C96 nstalling transom/mullion profiles 6048 and 6049 Mechanical connections (straight-edged) List of mechanical connecting parts sealing element for mullion/transom item no sealing element for mullion/transom item no drill jig for item no and 6040 item no. 9C50 item no. 9C49 item no. 9C95 glazing bead set for midrail item no item no Effecting mechanical connections See here the folloing draings ith: specifications for the connecting elements installed location of the T connectors - dimensioned milling diagram and in addition: diagrams of diverse corner/t connections and detailed instructions. Particular conditions The perfect installation of mullions and transoms requires the folloing: precise milled contour on the mullion/transom profiles according to specifications Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

82 Corner and T connection Corner and T connection Milled contour on the frame profile Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

83 Corner connection Corner connection 1. Trim mullion/transom. (Trim = X + 46 mm; see page...) 2. Mill the contour on the transom/mullion. 3. Provide the mullion/transom ith steel reinforcement (trim = X + 36 mm). 4. nsert sealing element F C Provide outer frame ith to holes Ø 5 mm (drill jig 9C96). 6. Secure the corner connector 9C52 to the horizontal outer frame ith Ø 4.2 x 25 mm indo installation scres.. 7. First secure the vertical outer frame ith to 4.2 x 80 mm scres from belo, then on the sides ith four self-tapping Ø 3.9 x 19 mm scres. 8. Seal the connection ith sealing compound (Ködisil BA-W). Note: n case of the mechanical corner connection, the profile chambers ith ater drainage of the horizontal frames and aluminium door threshold are to be closed ith neutrally cross-linked silicone! lateral areas neutrally cross-linked silicone caulk permanently. Sealing element 9C97 4 x self-tapping 3.9 x 19 mm indo installation scre corner connector 9C52 2 x indo installation scre 4.2 x 80 mm 4 x indo installation scre 4.2 x 25 mm Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

84 T connectors T connectors 1. Trim mullion/transom. (Trim = X + 46 mm; see page...) 2. Mill the contour on the transom/mullion. 3. Provide the mullion/transom ith steel reinforcement (trim = X + 36 mm). 4. nsert filling block 9D22 flush into the steel reinforcement and secure ith four Ø 3,9 x 19 mm scres. 5. nsert sealing element 9C nsert mullion / transom 7. First secure the vertical outer frame ith to 4.2 x 70 mm scres from belo lateral areas (predrill Ø 3,0-3,5 mm) 8. Drill holes of Ø mm into outer frame and steel reinforcement 9. Seal the connection ith sealing compound (Ködisil BA-W). lateral areas neutrally cross-linked silicone caulk permanently. 2 x self-tapping Ø 3,9 x 19 mm indo installation scre Sealing element 9C97 2 x indo installation scre Ø 4,2 x 70 mm Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

85 Corner connection 1. Trim mullion/transom. (Trim = X + 46 mm; see page...) 2. Mill the contour on the transom/mullion. 3. Provide the mullion/transom ith steel reinforcement (trim = X + 36 mm). 4. nsert sealing element 9C Provide outer frame ith four holes Ø 5 mm (drill jig 9C96). 6. Secure the corner connector 9C52 to the horizontal outer frame ith Ø 3,9 x 19 mm indo installation scres.. 7. First secure the vertical outer frame ith to Ø 4,2 x 60 mm scres from belo, then on the sides ith 2 self-tapping Ø 3,9 x 38 mm scres. 8. Seal the connection ith sealing compound (Ködisil BA-W). drill jig 9C96 4 x self-tapping Ø 3,9 x 19 mm indo installation scre lateral areas neutrally cross-linked silicone caulk permanently. Sealing element 9C97 9C66 corner connector 9C x self-tapping Ø 3,9 x 38 mm indo installation scre 2 x indo installation scre Ø 4,2 x 60 mm Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

86 T connectors 1. Trim mullion/transom. (Trim = X + 46 mm; see page...) 2. Mill the contour on the transom/mullion. 3. Provide the mullion/transom ith steel reinforcement (trim = X + 36 mm).and scre. 4. nsert filling block 9D22 flush into the steel reinforcement and secure ith four Ø 3,9 x 19 mm scres. 5. nsert sealing element 9C nsert mullion/transom 7. nsert mullion/transom and secure ith 2 Ø 4,2 x 60 mm scres.(predrill Ø 3,0-3,5 mm) 8. Drill holes of Ø mm into outer frame and steel reinforcement 9. Seal the connection ith sealing compound (Ködisil BA-W). lateral areas neutrally cross-linked silicone caulk permanently. 2 x self-tapping Ø 3,9 x 19 mm indo installation scre Sealing element 9C97 2 x indo installation scre Ø 4,2 x 60 mm Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale!

87 Corner connection Corner connection Milled contour on the frame profile Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

88 Mechanical mullion/transom connection Milling diagram for mullion/transom profiles scale 1:1 Detail X profile s external edge profile s internal edge trim for Georgian bar X Positioning the sash T-profile Alays place the drill jig 9C95 against the sash frame and cut out the glazing gasket at the T connection in accordance ith the marking. Drill a Ø 5 mm hole. 9C Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

89 Mechanical mullion/transom connection Mechanical mullion/transom connection Sash profile item no Sash profile item no Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

90 Mechanical mullion/transom connection T connection mullion/transom item no Trim the mullion/profile. See page 9 for trims. Mill the contour on the mullion/transom. Provide the mullion/transom ith steel reinforcement. Using the drill jig at the T connection, drill preliminary holes in the sash profile and notch the glazing gasket. Place the sealing element item no. 9C48 on the mullion/transom and secure this ith to 4.2 x 70 mm scres. Seal the connection at the rebate ith sealing compound sealing element 9C to scres 4.2 x 70 mm Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

91 Mechanical mullion/transom connection T connection midrail item no Trim the mullion/profile. See page xx for trims. Mill the contour on the mullion/transom. Provide the mullion/transom ith steel reinforcement. Using the drill jig at the T connection, drill preliminary holes in the sash profile and notch the glazing gasket. Place the sealing element item no. 9C49 on the mullion/transom and secure this ith four 4.2 x 70 mm scres. Seal the connection at the rebate ith sealing compound. nstall the glazing bead set 6062 at the midrail glazing bead set for item no. 6049/9C49 item no sealing element 9C four scres 4.2 x 70 mm Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

92 nstalling additional profiles nstalling additional profiles PVC interlock 6060 The interlock 6060 as developed for the sash profile First position the bottom interlock cover 9C59, and secure this ith the Ø 3.9 x 16 mm scre. Finally clip on the interlock 6060 (trim = SEM height 52 mm). Roll in the brush gasket 9090, cut it to length, and secure this ith adhesive against slipping. After hanging in the sashes you can clip in and scre don the top interlock cover 9C59. interlock 6060 brush gasket 9090 indo installation scre Ø 3.9 x 16 mm interlock cover 9C59 Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

93 nstalling additional profiles PVC interlock 6061 The interlock 6061 in conjunction ith the aluminium 9C61 as developed for the sash profile First position the bottom interlock cover 9C60, and secure this ith the Ø 3.9 x 16 mm scres. No position the aluminium interlock 9C61 (trim = SEM height 52 mm), and secure this ith a 4.1 x 16 mm scre spaced at 200 mm. Trim the interlock 6061 (trim = SEM height 52 mm) and clip it on. Roll in the brush gasket 9090, cut it to length, and secure this ith adhesive against slipping. After hanging in the sashes you can clip in and scre don the top interlock cover 9C60. NOTE interlock item no outer: on single-sided laminated elements colour code 2xx scre Ø 4.1 x 16 mm aluminium interlock 9C61 interlock 6061 brush gasket 9090 interlock cover 9C59 NOTE On single-sided laminated elements the marked areas must be painted. scre Ø 3.9 x 16 mm 6061 inner Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

94 nstalling additional profiles Aluminium pull 9C57 and 9C58 Trim the pull 9C57 or 9C58 (length = SEM height). Cut out the top and bottom sections in accordance ith Fig 3. Drill preliminary holes of Ø 3 mm in the pull, starting 100 mm from the sash s bottom edge, spaced at max 400 mm. Then clip on and position the pull, and rebore both steel sides to Ø 4.5 mm. Scre don the pull ith a 4.0 x 70 mm A2 scre (e.g. Spax JD-79/A2). Roll in the brush gasket 9090, cut it to length, and secure this ith adhesive against slipping. nstall the cap set 9C68 at the top and bottom. cap set 9C68 Fig 2 Chamfering the pull at top and bottom brush gasket 9090 Fig 3 Pull 9C57 on sash 6040 Fig 1 Cutouts on the pull 9C57/9C58 brush gasket 9090 Fig 4 Pull 9C58 on sash 6041 Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

95 nstalling additional profiles Add-on profile 6067 Trim add-on profile 6067 (length = SEM height). Cut out the top and bottom section in accordance ith Fig 1. Apply PVC adhesive over the hole outside length of the add-on profile (Fig 2), position this, and clip it on the sash. Fig 1 Top anf bottom cutout on the mullion/transom 6067 PVC adhesive Fig 2 Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

96 nstalling additional profiles Aluminium pull 9C57 and 9C58 Trim the pull 9C57 or 9C58 (length = SEM height). Cut out the top and bottom sections in accordance ith Fig 1. Drill preliminary holes of Ø 3 mm in the pull, starting 100 mm from the sash s bottom edge, spaced at max 400 mm. Then clip on and position the pull, and rebore both steel sides to Ø 4.5 mm. Scre don the pull ith a 4.0 x 70 mm A2 scre (e.g. Spax JD-79/A2). Roll in the brush seal 9090, cut it to length, and secure this ith adhesive against slipping. Trim the cap set 9C68 according to Fig 5, and install at the top and bottom. Cap set 9C68 Brush seal 9090 Fig 2 Pull 9C57 on sash 6040 Fig 3 Pull 9C58 on sash (optional) Fig 4 Guide rail top 6059 Fig 1 Cutouts on the pull 9C57/9C58 Fig 5 Trimming the cap 9C68_b Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

97 nstalling additional profiles Floating mullion profile 6067 Trim floating mullion profile 6067 (length = SEM height). Cut out the top and bottom sections in accordance ith Fig 1. Apply PVC adhesive over the hole outside length of the floating mullion profile (Fig 2 and 3), and, after hanging in the sash, position this and clip it on the sash. 1 PVC adhesive Fig 2 Guide rail top 6059 PVC adhesive Top 1 Bottom 2 Fig 3 Fig 1 Cutouts on the floating mullion profile 6067 Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

98 Survey of article combinations nterlock profile 6061 Trim interlock profile 6061 (length = SEM 26). Cut out the top section in accordance ith Fig 1. After hanging in the sash, position the floating mullion profile (Fig 2) and clip it on the sash Fig 2 Guide rail top 6059 Top 1 Bottom 2 Fig 1 Cutouts on the interlock profile 6061 Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

99 Manufacturing instructions for 3rd track Manufacturing of a third track using adaptor profile 6055 Profile overvie for additionally required components Nipple scre S036 Adaptor profile 6055 Reinforcement V155 y = 0,1 z = 2,1 Centre seal 9D55 Frame support bridge 9D56 Measuring the adaptor profile and the horizontal sash dimensions Adaptor profile 6055 = RAM ( = outer frame outer dimension) FAM ( = sash outer dimension) = (RAM-2a+2b)/3 Example: Sash 6040,outer frame 6050, RAM = 2000 mm: FAM= (2000 mm - 2*35 mm + 2*68 mm) /3 = 2066 mm/3 = 688,7 mm Example ith sash 6041 and outer frame 6050 and RAM = 2000mm: FAM= (2000 mm - 2*35mm + 2*84 mm) /3 = 2098 mm/3 = 699,3 mm a = Visible sight line outer frame b = Sash sight line Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

100 Manufacturing instructions for 3rd track Fabrication steps 1. Manufacture the door according to the currently valid instructions, sashes according to the ne required dimensions. 2. Additional drainage of the bottom part of the outer frame. -Router the drainage slots (slot size 5 x 25mm) in 600 mm intervals from the inside of the external frame upstand: 3. Cutting and elding of the adaptor profile is carried out as a separate frame. Please note: the contour blocks to be used must be adapted to the adaptor profile! 4. The nipple scres S036 are to be applied continuously around the entire frame: - 8 mm from the outer edge of the outer frame mm from the edge of the outer frame corner, at approx. 200 mm intervals 5. Fitting of the adaptor profile: Please apply a suitable bonding agent (e.g. C004) for hite profiles and silicone for non-hite profiles covering all areas of the contact surfaces of the adaptor to the frame, then clip adaptor profile onto the outer frame and press. Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

101 Manufacturing instructions for 3rd track 6. Apply the frame support bridges and scre fix the adaptor profile The support bridges are 80 mm long and are to be clipped into the back of the outer frame starting at approx. 100 to 150 mm from the outer frame corner and then at 300 mm intervals as shon. For extra support, the adaptor is to be additionally fixed to the outer frame using fixing scres Ø 4mm x25mm long. These fixing scres are to be applied centrally in regular intervals beteen the support bridges. 7. nsertion of centre seal 9D55 For the 3 track version, the centre seal 9D55 is to be used in the rebate of the adaptor As per the instructions for regular 2 track doors, the centre seal is to be inserted at the mid-point here the 2 sashes overlap and is to be sealed in place using silicone sealant and fixed ith 2 fixing scres. 8. Fitting of roller tracks and sashes The fabrication is as per the guidelines for a standard 2 track door. 9. nstallation Fixing to the brick ork is carried out at 150mm from the internal corner and then at 700mm intervals ith 2 installation scres at the same position in each frame rebate. Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

102 General manufacturing instructions Centre rail: (16 / 3 x 6 mm) Angled from inside to outside Arrange ith min 50 mm offset! Outer rail: (7.5 mm / 3 x 6 mm) Drill straight through both ebs! Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

103 General manufacturing instructions Drilling diagram for 3-rail threshold A166 (1) 1 1 Milled contour on frame profile 6050 (2) and 6055 (3) Dim X Trim 2 3 FEM 1 Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

104 General manufacturing instructions nsert filler core M324 (1) into frame profiles 6050 (2) and 6055 (3), and scre in place Filler core M324 Scre positions for filler core for frame profiles 6050 and Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

105 General manufacturing instructions Scres for frame profiles 6050 (2) and 6055 (3) ith threshold A166 (1) x indo installation scre 3.9 x 30 mm Filler core M x indo installation scre 4.2 x 60 mm Sealing for frame profiles 6050 (2) and 6055 (3) ith threshold A166 (1) 3 Milled contour or gap Apply sealing silicone to contour or gap beteen the threshold and frame profiles! 2 1 Close ater-carrying profile chambers ith silicone! Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

106 General manufacturing instructions Place the sealing pad 9D01 (2) on the threshold A166 (1) Pull the brush seal off the sealing pad 9D01, and glue it beteen the centre and inner rail. 2 Brush seal Supporting panel 1 Sealing pad 9D01 Brush seal glued Brush seal Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

107 Profile combination Sectional draings Outer frame and sash combination Profile Steel x value Art. no. Art. no. [cm 4 ] 6041 V cm 4 - # = glazing deduction Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

108 Profile combination Sectional draings Outer frame and sash combination Profile Steel x value Art. no. Art. no. [cm 4 ] 6050 V cm V cm V cm 4 - # = glazing deduction Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale

109 Floating mullion production A000 Manufacturing the floating mullion design A000 Overvie of profile products needed in addition Brush seal 9090 Floating mullion profile A000 Measurements Vertical measurements of floating mullion profile A000 = SEM Horizontal measurements: a = external sash measurement b = sash rebate size c = glazing bead length d = pane size Sash 10 X = element size = external outer frame measurement Outer frame Sash Floating mullion A000 A000 a X + 88 X b X 96 X c X 424 X d X 464 X Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale 4.1C 44

110 Floating mullion production A000 Production: Drill preliminary holes of 4 mm diameter at the scre positions in sash 1: 1 Place the floating mullion profile ith brush seals flush to the horizontal edge of the sash. Secure in place ith 4 x 70 mm scres driven through sash 1 and into the floating mullion profile. Distance from the inside corner 150, then at max 400 mm intervals: Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale 4.1C 45

111 Glazing Glazing instructions General glazing instructions Planned and actual glazing ork must be based on the folloing default values: 1. VOB (German contract procedure for building orks), part C 2. standards DN glazing ork DN indo alls, dimensioning and execution DN 4108 thermal insulation in overground buildings 3. technical guidelines from the Hadamar Glazing Trade nstitue for Glazing Techniques and Windo Manufacture no. 2 ind load glass thickness no. 3 blocking instructions for flat glass panes no. 12 keys to DN 18056, indo alls, dimensioning and execution no. 13 glazing ith seal profiles of synthetic rubber (EPDM) no. 16 indos and indo alls for indoor simming pools no. 17 glazing ith multiple insulating panes no. 19 overhead glazing n case of differing values priority must be given to the specifications issued by the system provider. Dry glazing For PVC-u indos, glazing ith EPDM or eldable gaskets (PCE) has proved the best solution and today is state of the art. The gaskets fulfil the requirements under DN The material mixtures used must not give rise to stress cracking in Plexiglas (PMMA) glazing. EPDM gaskets for these requirements must be ordered separately. Order no V, 9043 V, 9045 V1 Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale! 5.1 1

112 Glazing Glazing instructions allos glazing up to 23.0 mm Use the glazing tables to choose the glazing beads and glazing gasket profiles. MPORTANT Check the glass thicknesses! Glass eight for 1 mm glass thickness = 25 N/m2 Dry glazing Glazing ith EPDM gasket profiles have proved ideal for PVC-u indos. The gasket profiles fulfil the requirements under DN Glazing bead and glazing cord trims Mitre the glazing beads precisely to size. The glazing cords are mitred ith a length alloance of about 2%. The glazing beads ith coextruded gasket lip are also mitred like the normal glazing beads. The coextruded gasket does not need to have the gasket cord rolled in nor the length alloance. The glazing bead foot must be undercut at 45 (see Fig 1). nserting and blocking the pane nserting the glazing beads The glazing beads are engaged under light taps ith a rubber hammer. Bear in mind that the short glazing beads must be installed first. Place the longer glazing beads slightly bent in the mitres and engage them in the glazing bead groove. Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale! 5.1 2

113 Glazing Glazing instructions Taking out the glazing beads Apply the chisel vertically at the centre beteen the main profile and the longest glazing bead. A slight tap on the chisel disengages the glazing bead from its receiver. Blocking the panes The glazing block art. no. 9C56 can be clipped on and the glazing block art. no. 9C55 for fixed glazing must be glued in. Block length approx 100 mm; the chosen block idth must be min 2.0 mm ider than the pane thickness. The glass unit must lie over its hole length on the bearing blocks. All blocks must be secured against slipping. The blocking material must not impair the function of any of the ventilation apertures on the sliding indo. Make sure hen inserting the panes that their hole surfaces are pressed against the gasket profiles. Otherise the glazing beads cannot be inserted during the production process. The gaskets used in the sliding indo/door system form part of the system test. Like all ancillary products they are subject to quality assurance. We reject all complaints occasioned by the use of third party products! Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale! 5.1 3

114 Glazing Glazing instructions Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale! 5.1 4

115 Glazing tables Glass thickness Glazing bead Glass thickness Glazing bead Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale! 5.2 1

116 Glazing tables Glass thickness Glazing beade Glass thickness Glazing bead Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale! 5.2 2

117 Glazing tables Glazing seals the manual feed EPDM Gasket Gasket Art.-No Gasket Art.-No Glazing packer Art.-No. 9C55 Alu-Glazing bead Art.-No. 9B93 Sealing Alu-Glazing bead Art.-No. 9C00 Note: The aluminum-glazing bead 9C00 and 9B93 for the use of blunt exterior glazing panels nterpreted t must be made leak surrounding foreign and security reasons (Burglary), in addition screed / glued be. Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale! 5.2 3

118 Glazing tables Glass thickness Glazing bead Glass thickness Glazing bead Alu-Glazing bead Art.-No. 9B93 ith Gasket Art.-No Alu-Glazing bead Art.-No. 9B93 ith Gasket Art.-No Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale! 5.2 4

119 Glazing tables Glass thickness Glazing bead Glass thickness Glazing bead Alu-Glazing bead Art.-No. 9C00 ith Gasket Art.-No Alu-Glazing bead Art.-No. 9C00 ith Gasket Art.-No Last revised: September 2008 profine GmbH Subject to modifications ithout prior notice. Not to scale! 5.2 5

120 Statics Design calculation Basics 1. General 1.1 Standards, guidelines DN 1055 Part 3 live loads for high buildings; issue DN 1055 Part 4 effects on supporting structures - Part 4 Wind loads; issue DN EN Curtain alling product standard; issue DN EN indos and outside doors product standard; DN Part 1 steel structures dimensioning and design; issue TRAV technical rules for the use of safety glazing; issue TRLV technical rules for the use of glazing ith linear supports; issue Recommended applications for indos and outside doors ift guideline FE-05/02 2. Assumed loads 2.1 Preliminary remarks on the statics of indoed alls Windos are exposed to the effects of ind, temperature, dead eight, and traffic. The indo alls must absorb the acting forces and transfer them to the surrounding body shell. The purpose of indo statics is to determine the profile combinations and reinforcing profiles that must be used if the structure is not to exceed the max permitted deflection and the indo element is to retain its assured fitness for use and stability. The criteria underlying this are: tightness against driving rain resistance under ind load air permeability height-idth ratios for eliminating glass breakage and malfunctions on side- and centre-hung indos. n the case of indo alls verification must be furnished of the load-bearing capacities of the fastenings that must therefore be approved for use by the supervising authority. Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD

121 Statics Design calculation Basics 2.3 Wind load Simplified method The dimensions of indos and indo alls must be based on the ind loads under DN 1055 Sheet 4 : To simplify calculations the folloing table contains values for ind loads as a function of the building type, its location (ind load zone and terrain category), and its height (h) for buildings up to 25 m in height. The ind load () contains the dynamic pressure and aerodynamic coefficient c pe = 1.7 for vertical outer alls. The ind load on a building depends on its geometry. The ind load is made up of pressure and suction effects. Wind zone Hybrid profile h 10 m Wind load [kn/m 2 ] 10 m > h 18 m 18 m > h 25 m 1 inland inland Baltic Sea coast and islands inland Baltic Sea coast and islands inland North and Baltic Sea coast and Baltic Sea islands North Sea islands 2.38 h is the building s height to the ridge f the indo element you are dimensioning does not fall under the simplified method (e.g. the building is taller than 25 or 10 m) or the returned ind load is too far on the safe side you can apply the regular method Regular method Dimensioning indo alls under DN 1055/4 using the regular method requires in addition to the location and building height also the building s idth and depth and the indo s position on the building. Applications Buildings m in height. This method can be used efficiently only by means of a special indo statics program (profine statics calculator). 2.4 Strut load Elements ith a transom (e.g. full-storey elements ith panelling) must be dimensioned for the folloing loads: horizontal load on the transom 0.5 kn/m residential building (e.g. access balconies, stairell glazing) 1.0 kn/m public buildings ith normal gathering of people (schools, theatres, sports structures, etc.) 2.0 kn/m public buildings ith considerable gathering of people (entrance areas of theatres, sports structures, etc.) Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD

122 Statics Design calculation Basics 2.5 Superimposition rules When ind suction and traffic load can act in unison, they must be superimposed according to the folloing rule: vmeas + meas or 2 2 vmeas+ meas The more detrimental load combination is decisive. 3. Statics 3.1 General profile depiction mullion/bar ith axes Wind Y Z Z Y eight Z Wind Y Y Z Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD

123 Statics Design calculation Basics 3.2 Fitness for use Restrictions and deflections According to the German technical guidelines for linear glazing (TLRV) the support profiles or analogously the self-supporting frame sections must not deflect through more than L/200 (for a max span length L of 300 cm) or 15 mm at the most. n the case of span lengths greater than 300 cm the deflection may not exceed L/300. n the case of insulating panes the manufacturers generally restrict the max deflection to 0.8 cm. n the case of special glass e recommend consulting the manufacturer. Static proof is required for frame sections that are not connected directly to the body shell and that include transoms and mullions in outer frames, coupling profiles for ribbon indos, and outer frames that cannot be secured to the body shell at the stipulated intervals of 700 mm, e.g. near rolling shutter cases. The loaded idths and span lengths of the frame section must be determined before the frame s required moments of inertia can be calculated. 3.3 Verification of stability As a consequence of ever greater permitted deformations the stability of the structure must be verified. This is depicted by the requisite section modulus (Wmeas). This verification is based on the partial safety concept under DN Application 4.1 General Reinforcements Corrosion-protected steel profiles must be used as reinforcements. The min all thickness of steel reinforcements is 1.25 mm. Proof of suitability (statics and performance test) must be produced hen the all thickness is less than the minimum value. Windo sashes of hite profiles must be reinforced hen they are larger than W x H = 900 mm x 1300 mm. Outer frames must be reinforced hen they are larger than 2000 mm and hen the fasteners are spaced greater than 700 mm apart on the body shell. The steel reinforcements are secured in place 50 mm from the inside corners ith a max permitted scre spacing of mm for hite PVC. Colour profiles must alays be reinforced ith steel; the fastener spacing must not exceed mm. n addition, separate processing and reinforcing instructions apply to special designs like e.g. sound-insulating or burglar-resistant indos. Extension profiles Extension profiles are generally screed in place to prevent gaps from forming beteen the outer frame and the extension profile or beteen extensions as a result of thermal expansion. The distance beteen scres must not exceed 400 mm on hite extension profiles and must not exceed 300 mm on colour extensions. When several extensions are joined, these must be screed together for a reliable non-positive connection. Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD

124 Statics Design calculation Basics NOTE Colour extensions are alays reinforced. When, hoever, extensions transfer forces on the indo to the building, it is absolutely imperative that hite extension profiles are reinforced. When several extensions are joined, these must be screed in place for a safe non-positive connection. The size tables are based on a ind load of = 1.0 kn/m 2 or a strut load of v = 0.5 kn/m. deformation verification (E = N/mm 2 ): deformation over supported length deformation over glazing edge length H/200; max 15 mm ΔH/300; max 8 mm (must be considered separately hen needed) stability verification (S 235 JR): f yk = 240 N/mm 2 γ F = 1.5 (changing load e.g. ind and strut load) γ F = 1.35 (constant load e.g. glass) γ M = 1.1 Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD

125 Statics Design calculation Basics 4.2 Rectangular load Table of rectangular load moments of inertia and section moduli B [cm] B [cm] H [cm] H [cm] ,25 0,33 0,43 0,54 0,68 0,84 1,02 1,22 1,45 1,70 1,98 2,30 2,64 3,02 3,43 3,88 4,36 4,88 5,44 6,05 6,70 0,37 0,50 0,64 0,82 1,02 1,26 1,52 1,83 2,17 2,55 2,98 3,45 3,96 4,53 5,14 5,81 6,54 7,32 8,17 9,07 10,04 0,50 0,66 0,86 1,09 1,36 1,67 2,03 2,44 2,89 3,40 3,97 4,59 5,28 6,04 6,86 7,75 8,72 9,76 10,89 12,10 13,39 0,62 0,83 1,07 1,36 1,70 2,09 2,54 3,05 3,62 4,25 4,96 5,74 6,60 7,54 8,57 9,69 10,90 12,20 13,61 15,12 16,74 0,74 0,99 1,29 1,63 2,04 2,51 3,05 3,66 4,34 5,10 5,95 6,89 7,92 9,05 10,29 11,63 13,08 14,65 16,33 18,15 20,09 0,87 1,16 1,50 1,91 2,38 2,93 3,56 4,26 5,06 5,95 6,94 8,04 9,24 10,56 12,00 13,56 15,26 17,09 19,06 21,17 23,44 0,99 1,32 1,71 2,18 2,72 3,35 4,06 4,87 5,79 6,80 7,94 9,19 10,56 12,07 13,71 15,50 17,44 19,53 21,78 24,20 26,79 1,12 1,49 1,93 2,45 3,06 3,77 4,57 5,48 6,51 7,66 8,93 10,34 11,88 13,58 15,43 17,44 19,62 21,97 24,50 27,22 30,13 1,24 1,65 2,14 2,72 3,40 4,19 5,08 6,09 7,23 8,51 9,92 11,48 13,20 15,09 17,14 19,38 21,80 24,41 27,22 30,24 33,48 1,36 1,82 2,36 3,00 3,74 4,60 5,59 6,70 7,96 9,36 10,91 12,63 14,52 16,60 18,86 21,31 23,98 26,85 29,94 33,27 36,83 1,49 1,98 2,57 3,27 4,08 5,02 6,10 7,31 8,68 10,21 11,90 13,78 15,85 18,11 20,57 23,25 26,15 29,29 32,67 36,29 40,18 1,61 2,15 2,79 3,54 4,42 5,44 6,60 7,92 9,40 11,06 12,90 14,93 17,17 19,61 22,29 25,19 28,33 31,73 35,39 39,32 43,53 1,74 2,31 3,00 3,81 4,76 5,86 7,11 8,53 10,13 11,91 13,89 16,08 18,49 21,12 24,00 27,13 30,51 34,17 38,11 42,34 46,88 1,86 2,48 3,21 4,09 5,10 6,28 7,62 9,14 10,85 12,76 14,88 17,23 19,81 22,63 25,71 29,06 32,69 36,61 40,83 45,37 50,22 2,17 2,89 3,75 4,77 5,95 7,32 8,89 10,66 12,66 14,88 17,36 20,10 23,11 26,40 30,00 33,91 38,14 42,71 47,64 52,93 58,59 2,48 3,30 4,29 5,45 6,81 8,37 10,16 12,19 14,46 17,01 19,84 22,97 26,41 30,18 34,29 38,75 43,59 48,82 54,44 60,49 66,96 0,17 0,21 0,25 0,29 0,34 0,39 0,44 0,50 0,56 0,62 0,69 0,76 0,83 0,91 0,99 1,07 1,16 1,25 1,35 1,45 1,55 0,26 0,31 0,37 0,44 0,51 0,58 0,66 0,75 0,84 0,93 1,03 1,14 1,25 1,36 1,49 1,61 1,74 1,88 2,02 2,17 2,32 0,34 0,42 0,50 0,58 0,67 0,77 0,88 0,99 1,11 1,24 1,38 1,52 1,66 1,82 1,98 2,15 2,32 2,51 2,70 2,89 3,09 0,43 0,52 0,62 0,73 0,84 0,97 1,10 1,24 1,39 1,55 1,72 1,89 2,08 2,27 2,48 2,69 2,90 3,13 3,37 3,61 3,87 0,52 0,62 0,74 0,87 1,01 1,16 1,32 1,49 1,67 1,86 2,06 2,27 2,50 2,73 2,97 3,22 3,49 3,76 4,04 4,34 4,64 0,60 0,73 0,87 1,02 1,18 1,35 1,54 1,74 1,95 2,17 2,41 2,65 2,91 3,18 3,47 3,76 4,07 4,39 4,72 5,06 5,41 0,69 0,83 0,99 1,16 1,35 1,55 1,76 1,99 2,23 2,48 2,75 3,03 3,33 3,64 3,96 4,30 4,65 5,01 5,39 5,78 6,19 0,77 0,94 1,11 1,31 1,52 1,74 1,98 2,24 2,51 2,79 3,09 3,41 3,74 4,09 4,46 4,83 5,23 5,64 6,06 6,50 6,96 0,86 1,04 1,24 1,45 1,68 1,93 2,20 2,48 2,78 3,10 3,44 3,79 4,16 4,55 4,95 5,37 5,81 6,26 6,74 7,23 7,73 0,95 1,14 1,36 1,60 1,85 2,13 2,42 2,73 3,06 3,41 3,78 4,17 4,58 5,00 5,45 5,91 6,39 6,89 7,41 7,95 8,51 1,03 1,25 1,49 1,74 2,02 2,32 2,64 2,98 3,34 3,72 4,13 4,55 4,99 5,46 5,94 6,45 6,97 7,52 8,09 8,67 9,28 1,12 1,35 1,61 1,89 2,19 2,51 2,86 3,23 3,62 4,03 4,47 4,93 5,41 5,91 6,44 6,98 7,55 8,14 8,76 9,40 10,05 1,20 1,46 1,73 2,03 2,36 2,71 3,08 3,48 3,90 4,34 4,81 5,31 5,82 6,36 6,93 7,52 8,13 8,77 9,43 10,12 10,83 1,29 1,56 1,86 2,18 2,53 2,90 3,30 3,73 4,18 4,65 5,16 5,68 6,24 6,82 7,43 8,06 8,71 9,40 10,11 10,84 11,60 1,50 1,82 2,17 2,54 2,95 3,38 3,85 4,35 4,87 5,43 6,02 6,63 7,28 7,96 8,66 9,40 10,17 10,96 11,79 12,65 13,54 1,72 2,08 2,48 2,90 3,37 3,87 4,40 4,97 5,57 6,20 6,88 7,58 8,32 9,09 9,90 10,74 11,62 12,53 13,48 14,45 15, H [cm] H [cm] B [cm] B [cm] Values in the table: max deformation: max f = H/200 = 1.00 kn/m 2 (1 kn/m 2 = 1000 Pa) E steel = N/mm 2 f yk = 240 N/mm 2 g F = 1.50 g M = 1.10 H = span length B = loaded idth = moment of inertia cm 4 = section modulus cm 3 F - Faktor 1,5 1,4 1,3 1,2 Diagram increase factor for rectangular load ith partial deformation Rand Mittig ΔH H ΔH values in the diagram F = increase factor H = span length F factor is needed only hen H/ΔH < 1.5 and H >1.6 m 1,1 1,0 1,00 1,05 1,10 1,15 1,20 1,25 1,30 1,35 1,40 1,45 1,50 H/ΔH Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD

126 Statics Design calculation Basics 4.3 Trapezoidal load Table of trapezoidal load moments of inertia and section moduli B [cm] H [cm] B [cm] H [cm] ,23 0,31 0,41 0,52 0,66 0,81 0,99 1,19 1,42 1,67 1,95 2,26 2,61 2,98 3,39 3,84 4,32 4,84 5,40 6,00 6,65 0,32 0,44 0,58 0,75 0,95 1,18 1,44 1,74 2,07 2,45 2,87 3,33 3,84 4,40 5,02 5,68 6,40 7,18 8,02 8,92 9,88 0,38 0,53 0,71 0,93 1,19 1,49 1,83 2,23 2,67 3,17 3,72 4,33 5,01 5,75 6,56 7,44 8,39 9,42 10,54 11,73 13,01 0,40 0,58 0,79 1,06 1,37 1,74 2,16 2,64 3,18 3,79 4,48 5,23 6,07 6,98 7,99 9,08 10,26 11,54 12,93 14,41 16,01 0,82 1,13 1,49 1,91 2,40 2,96 3,60 4,32 5,13 6,02 7,01 8,09 9,28 10,58 11,99 13,51 15,16 16,93 18,82 1,52 2,00 2,55 3,19 3,91 4,73 5,65 6,67 7,81 9,05 10,42 11,92 13,54 15,30 17,20 19,24 21,44 2,60 3,30 4,10 5,01 6,03 7,18 8,45 9,85 11,38 13,07 14,90 16,88 19,03 21,34 23,82 4,17 5,15 6,27 7,52 8,91 10,46 12,15 14,01 16,04 18,24 20,62 23,19 25,95 6,35 7,70 9,20 10,87 12,71 14,73 16,94 19,35 21,95 24,76 27,79 9,30 11,08 13,05 15,22 17,60 20,19 23,01 26,05 29,33 13,17 15,47 18,00 20,76 23,77 27,03 30,55 18,13 21,05 24,24 27,69 31,43 24,39 28,03 31,96 32,14 0,16 0,20 0,24 0,28 0,33 0,38 0,43 0,49 0,55 0,61 0,68 0,75 0,82 0,90 0,98 1,07 1,15 1,24 1,34 1,44 1,54 0,23 0,28 0,34 0,40 0,47 0,55 0,63 0,71 0,80 0,90 1,00 1,11 1,22 1,33 1,45 1,58 1,71 1,85 1,99 2,14 2,29 0,27 0,34 0,42 0,51 0,60 0,70 0,81 0,92 1,04 1,17 1,30 1,44 1,59 1,75 1,91 2,08 2,25 2,43 2,62 2,82 3,02 0,29 0,38 0,48 0,58 0,70 0,82 0,96 1,10 1,25 1,41 1,58 1,75 1,94 2,13 2,33 2,54 2,76 2,99 3,23 3,47 3,72 0,50 0,62 0,76 0,91 1,07 1,24 1,42 1,61 1,82 2,03 2,25 2,48 2,72 2,98 3,24 3,51 3,80 4,09 4,39 0,79 0,96 1,15 1,35 1,56 1,78 2,01 2,26 2,52 2,79 3,07 3,37 3,67 3,99 4,32 4,67 5,02 1,17 1,40 1,64 1,90 2,16 2,45 2,74 3,05 3,37 3,71 4,06 4,43 4,80 5,20 5,60 1,67 1,96 2,26 2,58 2,91 3,26 3,62 4,00 4,39 4,80 5,23 5,67 6,13 2,29 2,64 3,01 3,40 3,80 4,23 4,66 5,12 5,59 6,08 6,59 3,05 3,48 3,92 4,38 4,87 5,37 5,89 6,42 6,98 3,96 4,47 4,99 5,54 6,11 6,69 7,30 5,03 5,63 6,24 6,88 7,54 6,29 6,97 7,68 7, H [cm] H [cm] B [cm] B [cm] Values in the table: max deformation: max f = H/200 = 1.00 kn/m 2 (1 kn/m 2 =1000 Pa) E steel = N/mm 2 f yk = 240 N/mm 2 γ F = 1.50 γ M = 1.10 H = span length B = loaded idth = moment of inertia cm 4 = section modulus cm 3 F - Faktor 1,5 1,4 1,3 1,2 Diagram increase factor for trapezoidal load ith partial deformation Rand Mittig H H H values in the diagram F = increase factor H = span length F factor is needed only hen H/ΔH < 1.5 and H >1.6 m 1,1 1,0 1,00 1,05 1,10 1,15 1,20 1,25 1,30 1,35 1,40 1,45 1,50 H/ H Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD

127 Statics Design calculation Basics 4.4 Strut load Table of strut load moments of inertia and section moduli B [cm] H [cm] H [cm] B [cm] ,20 0,30 0,40 0,50 0,60 0,69 0,79 0,89 0,99 1,09 1,19 1,29 1,39 1,49 1,74 1,98 0,17 0,26 0,34 0,43 0,52 0,60 0,69 0,77 0,86 0,95 1,03 1,12 1,20 1,29 1,50 1,72 0,24 0,36 0,48 0,60 0,72 0,84 0,96 1,08 1,20 1,32 1,44 1,56 1,68 1,80 2,10 2,40 0,19 0,28 0,38 0,47 0,57 0,66 0,76 0,85 0,95 1,04 1,13 1,23 1,32 1,42 1,65 1,89 0,29 0,43 0,57 0,71 0,86 1,00 1,14 1,29 1,43 1,57 1,71 1,86 2,00 2,14 2,50 2,86 0,21 0,31 0,41 0,52 0,62 0,72 0,83 0,93 1,03 1,13 1,24 1,34 1,44 1,55 1,80 2,06 0,34 0,50 0,67 0,84 1,01 1,17 1,34 1,51 1,68 1,84 2,01 2,18 2,35 2,51 2,93 3,35 0,22 0,34 0,45 0,56 0,67 0,78 0,89 1,01 1,12 1,23 1,34 1,45 1,56 1,68 1,96 2,23 0,39 0,58 0,78 0,97 1,17 1,36 1,56 1,75 1,94 2,14 2,33 2,53 2,72 2,92 3,40 3,89 0,24 0,36 0,48 0,60 0,72 0,84 0,96 1,08 1,20 1,32 1,44 1,56 1,68 1,80 2,11 2,41 0,45 0,67 0,89 1,12 1,34 1,56 1,79 2,01 2,23 2,46 2,68 2,90 3,13 3,35 3,91 4,46 0,26 0,39 0,52 0,64 0,77 0,90 1,03 1,16 1,29 1,42 1,55 1,68 1,80 1,93 2,26 2,58 0,51 0,76 1,02 1,27 1,52 1,78 2,03 2,29 2,54 2,79 3,05 3,30 3,56 3,81 4,44 5,08 0,28 0,41 0,55 0,69 0,83 0,96 1,10 1,24 1,38 1,51 1,65 1,79 1,93 2,06 2,41 2,75 0,57 0,86 1,15 1,43 1,72 2,01 2,29 2,58 2,87 3,15 3,44 3,73 4,01 4,30 5,02 5,73 0,29 0,44 0,58 0,73 0,88 1,02 1,17 1,31 1,46 1,61 1,75 1,90 2,05 2,19 2,56 2,92 0,64 0,96 1,29 1,61 1,93 2,25 2,57 2,89 3,21 3,54 3,86 4,18 4,50 4,82 5,63 6,43 0,31 0,46 0,62 0,77 0,93 1,08 1,24 1,39 1,55 1,70 1,86 2,01 2,17 2,32 2,71 3,09 0,72 1,07 1,43 1,79 2,15 2,51 2,87 3,22 3,58 3,94 4,30 4,66 5,01 5,37 6,27 7,16 0,33 0,49 0,65 0,82 0,98 1,14 1,31 1,47 1,63 1,80 1,96 2,12 2,29 2,45 2,86 3,27 0,79 1,19 1,59 1,98 2,38 2,78 3,17 3,57 3,97 4,37 4,76 5,16 5,56 5,95 6,94 7,94 0,34 0,52 0,69 0,86 1,03 1,20 1,38 1,55 1,72 1,89 2,06 2,23 2,41 2,58 3,01 3,44 0,87 1,31 1,74 2,18 2,62 3,05 3,49 3,92 4,36 4,80 5,23 5,67 6,10 6,54 7,63 8,72 0,36 0,54 0,72 0,90 1,08 1,26 1,44 1,62 1,80 1,98 2,16 2,34 2,52 2,70 3,15 3,60 0,95 1,42 1,90 2,37 2,85 3,32 3,80 4,27 4,74 5,22 5,69 6,17 6,64 7,12 8,30 9,49 0,38 0,56 0,75 0,94 1,13 1,31 1,50 1,69 1,88 2,06 2,25 2,44 2,63 2,81 3,28 3,75 1,02 1,54 2,05 2,56 3,07 3,58 4,10 4,61 5,12 5,63 6,14 6,66 7,17 7,68 8,96 10,24 0,39 0,58 0,78 0,97 1,17 1,36 1,55 1,75 1,94 2,14 2,33 2,53 2,72 2,91 3,40 3,89 1,10 1,65 2,20 2,74 3,29 3,84 4,39 4,94 5,49 6,04 6,59 7,14 7,69 8,23 9,61 10,98 0,40 0,60 0,80 1,00 1,20 1,40 1,60 1,80 2,01 2,21 2,41 2,61 2,81 3,01 3,51 4,01 1,17 1,76 2,34 2,93 3,51 4,10 4,68 5,27 5,85 6,44 7,02 7,61 8,19 8,78 10,24 11,71 0,41 0,62 0,83 1,03 1,24 1,44 1,65 1,86 2,06 2,27 2,48 2,68 2,89 3,09 3,61 4,13 1,24 1,86 2,48 3,11 3,73 4,35 4,97 5,59 6,21 6,83 7,45 8,08 8,70 9,32 10,87 12,42 0,42 0,63 0,85 1,06 1,27 1,48 1,69 1,90 2,12 2,33 2,54 2,75 2,96 3,17 3,70 4,23 1,31 1,97 2,63 3,28 3,94 4,60 5,25 5,91 6,57 7,22 7,88 8,54 9,19 9,85 11,49 13,13 0,43 0,65 0,87 1,08 1,30 1,52 1,73 1,95 2,16 2,38 2,60 2,81 3,03 3,25 3,79 4,33 1,38 2,07 2,77 3,46 4,15 4,84 5,53 6,22 6,92 7,61 8,30 8,99 9,68 10,37 12,10 13,83 0,44 0,66 0,88 1,10 1,33 1,55 1,77 1,99 2,21 2,43 2,65 2,87 3,09 3,31 3,87 4,42 1,45 2,18 2,91 3,63 4,36 5,08 5,81 6,54 7,26 7,99 8,72 9,44 10,17 10,89 12,71 14,53 0,45 0,68 0,90 1,13 1,35 1,58 1,80 2,03 2,25 2,48 2,70 2,93 3,15 3,38 3,94 4,50 1,52 2,28 3,04 3,80 4,56 5,32 6,08 6,85 7,61 8,37 9,13 9,89 10,65 11,41 13,31 15,21 0,46 0,69 0,92 1,15 1,38 1,60 1,83 2,06 2,29 2,52 2,75 2,98 3,21 3,44 4,01 4, B [cm] H [cm] H [cm] B [cm] Values in the table: max deformation: max f = H/200 v = 0.50 kn/m 2 E steel = N/mm 2 f yk = 240 N/mm 2 γ F = 1.50 γ M = 1.10 H = span length B = loaded idth = moment of inertia cm 4 = section modulus cm 3 F - Faktor 1,5 1,4 1,3 1,2 Diagram increase factor for strut load ith partial deformation Unten Mittig Oben H H H H H values in the diagram F = increase factor H = span length F factor is needed only hen H/ΔH < 1.5 and H >1.6 m 1,1 1,0 1,00 1,05 1,10 1,15 1,20 1,25 1,30 1,35 1,40 1,45 1,50 H/ H Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD

128 Statics Design calculation Basics Static system bar in indo plane 4.5 Bars Definition of units: H = glazing height [m] B = glazing idth [m] k = block offset [0.15 m] f max = max deformation [mm] A = profile cross section [cm 2 ] t = glass thickness [mm] g R = bar volume eight [kn/m 3 ]g G = infillingvolume eight [kn/m 3 ] F = half of glass eight [N] To calculate glass eight: To calculate bar s dead eight: Determining the bar s requisite moment of inertia in the indo plane: Fig 1 Determining table values H B 2 B 1 B [cm] H [cm] ,25 0,33 0,37 0,50 0,50 0,66 0,17 0,21 0,26 0,31 0,34 0, ,02 1,22 1,45 1,52 1,83 2,17 2,03 2,44 2,89 0,44 0,50 0,56 0,66 0,75 0,84 0,88 0,99 1, ,70 2,55 3,40 W 4.6 Fastening to the building substrate See the latest ording of the nstallation guidelines. Published by RAL - Gütegemeinschaft 4.7 Example calculation Example rectangular load ith partial deformation Wind load from simplified method: Wind load zone WZ 3 inland building height 10 m table value ind load = 1.36 kn/m 2 element dimensions, values calculated from 4.2 table for rectangular load: H = 180 cm ΔH = 140 cm b 1 b 2 = 80 cm B 1 = 40 cm table values W B1 = 1.11; B1 = 2.89 (see Fig 1) = 60 cm B 2 = 30 cm table values W B2 = 0.84; B2 = 2.17 (see Fig 1) Fig 2 Determining increase factor from diagram F = ,2 1,1 1,0 1,00 1,05 1,10 1,15 1,20 1,25 1,3 H/ΔH = 1.29 Test hether increase factor is necessary: H/ΔH = 180/140 = 1.29 value < 1.5 increase factor is necessary value from diagram rectangular load increase factor F = (see Fig 2) Calculation: meas =. ( B1 + B2 ). F =1.36. ( ) = 8.15 cm 4 meas W =. ( W B1 + W B2 ) =1.36. ( ) = 2.65 cm 3 Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD

129 Statics Design calculation Basics Example trapezoidal load Wind load from simplified method: Wind load zone WZ 3 inland building height 10 m table value ind load = 1.36 kn/m 2 element dimensions, values calculated from 4.2 table for rectangular load: H = 160 cm b 1 b 2 = 80 cm B 1 = 40 cm table values W B1 = 0.81; B1 = 1.83 = 60 cm B 2 = 30 cm table values W B1 = 0.63; B2 = 1.44 increase factor not necessary: H 1.6 m Calculation: meas =. ( B1 + B2 ) =1.36. ( ) = 4.45 cm 4 meas W =. ( W B1 + W B2 ) =1.36. ( ) = 1.96 cm 3 Example strut load Strut load from 2.4 public building v = 1.0 kn/m MPORTANT Table is designed for 0.5 kn/m all values double H ΔH b 1 b 2 = 240 cm = 240 cm cm = 140 cm = 80 cm B 1 = 40 cm table values W B1 = 0.80 x 2 = 1.60; B1 = 2.20 x 2 = 4.40 = 60 cm B 2 = 30 cm table values W B2 = 0.60 x 2 = 1.20; B2 = 1.65 x 2 = 3.30 increase factor not necessary: H/ΔH = 240/140 = 1.7 value > 1.5 Calculation: meas v = B1 + B2 = = 7.70 cm 4 meas W v = W B1 + W B2 = = 2.80 cm 3 Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD

130 Statics Design calculation Basics 6. Recommended applications for indos and outside doors The course of harmonisation targeting European standards and regulations has replaced familiar standards recommended for applications in Germany. This has affected all standards for indos and outside doors. Correlations beteen the old and ne classifications are listed in the tables of the national annexes to the ne classification standards. The folloing presents Table 2 Recommended applications for indos and outside doors from the ift guideline FE-05/1 from ift-rosenheim. They apply to all operational indos and outside doors. They are to facilitate the choice of suitable indo and door properties ith respect to ind loads, tightness against driving rain, and air permeability. These recommended applications apply to closed buildings ith rectangular ground plans, internal divisions, and openable indos and glazed doors. The building must not exceed a ground elevation of 800 m above sea level. The effects of ind loads on the building or building structure must act at right angles to the building s surface. They apply only to body shells max 25 m in height that do not require any special investigations or calculations. Separate verification of ind load under DN must be furnished for indos installed higher than 25 m, buildings not having a square ground plan, and buildings erected at ground elevations greater than 800 m above sea level. The values listed in the table are reference values. The ind load values must be multiplied by 1.7 at corners and edges. Corners are defined as one fifth of the building s idth or to fifths of the building s height, applying to all sides of the building. The loer value is relevant. The central area is the hole of the remaining surface. NOTE The EnEV (German Energy Savings Act) of 07/2007 stipulates Class 3 for airpermeable indos higher than to full storeys. Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD

131 Statics Design calculation Basics Criteria for determining the ind load in kn/m² Wind load zones Germany is divided into four different ind load zones. The ind zone chart contains the datum speed v ref for hich certain standard conditions have been defined: mean ind speed averaged over ten minutes peak annual value ith a return period of fifty years, determined independently of the ind s direction flat terrain of category 10 m over the top surface Terrain category Terrain is divided into four categories that are decisive for ind profiles and therefore ind speed. North Sea islands This refers to the islands off the North Sea coast. North Sea coast This refers to the strip of land 5 km ide running along the North Sea coast. Baltic Sea coast and islands This refers to the strip of land 5 km ide running along the Baltic Sea coast. 2 nland This refers to urban areas, suburbs, industrial estates, and forests. 1 2 Wind load zone 1 corresponds to a datum ind speed of 22.5 m/s (ind force 9) Wind load zone 2 corresponds to a datum ind speed of 25.0 m/s (ind force 10) Wind load zone 3 corresponds to a datum ind speed of 27.5 m/s (ind force 10) Wind load zone 4 corresponds to a datum ind speed of 30.0 m/s (ind force 10) Source: DN : Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD

132 Statics Design calculation Basics Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD

133 Statics Design calculation Basics Application Recommended example applications for indos and outside doors Example 1 The plans are for a four-storey office building that is to be erected in a suburb of Munich in Bavaria. The indos are fitted in the third storey at a height of m (top edge of the outer frame). These specifications can no be used to determine the ind loads, tightness against driving rain, and air permeability for the indo. Last revised: Septembre 2008 profine GmbH Subject to modification ithout prior notice Order no. 301TD