eurologik chamfered and ovolo 70mm window and door system

EuroLogik Chamfered and Ovolo 70mm Window and

Door System Issue 2 / April 2006

INDEX SECTION No

GOOD MANUFACTURING PRACTICE 1 QUALITY 2 TECHNICAL DATA 3 PRINCIPLE PROFILES AND MOULDINGS 4 GLAZING BEADS AND GASKETS 5 REINFORCEMENTS 6 PROFILE ASSEMBLIES AND DEDUCTIONS 7 MINIMUM / MAXIMUM SIZES OF WINDOWS / DOORS 8 GUIDELINES TO IMPROVE WEATHER PERFORMANCE 9 WINDOWS: FABRICATING GUIDELINES 10 DOORS: FABRICATING GUIDELINES 11 GEORGIAN BAR SPACING 12 GLAZING 13 GENERAL INFORMATION 14 SURVEYING AND INSTALLATION 15 SERVICE AND MAINTENANCE 16 MAXIMUM BUCKLING WEIGHTS FOR BAY POLES 17 TRAINING OF FABRICATORS 18 UPDATES 19



F O R E W O R D

STATEMENT

All the information in this manual is provided for guidance only and is given in good

faith, but without warranty or guarantee of any kind, whether implied or expressed. It

must be understood that Eurocell has no control over how the information in this

document is interpreted and therefore cannot be held responsible for any resulting

fabrication or product failure, howsoever caused.

Statutory regulations regarding health and safety of operative’s personnel should be

strictly adhered to. Eurocell cannot be held responsible for any failure to comply with

them. This statement does not affect your, the fabricator's, statutory rights.

Eurocells policy is to continually improve products; therefore methods, materials and

changes of specification may be made from time to time without prior notice.



F O R E W O R D

CUSTOMER SUPPORT TEAM

For help and/or Technical advice, contact Eurocell Technical Department, for general enquires contact Eurocell Customer Service: - In writing: Eurocell Profiles Ltd Eurocell Profiles Ltd

Technical Department Customer Service Department Fairbrook House Fairbrook House Clover Nook Road or Clover Nook Road Alfreton Alfreton Derbys DE55 4RF Derbys DE55 4RF

By phone: Ask for Technical Department or Customer service Department

(01773) 842100 By fax: For the attention of Technical Department or Customer Service

Department. (01773) 842111

For purchasing of products please telephone (01773) 842222 and ask for Eurocell Sales Department.



F O R E W O R D

UPDATING OF PRODUCT MANUAL

To ensure that the Product Manual is kept up to date all registered holders of the said manual will be supplied with current amendments immediately upon their release. It is the responsibility of the appointed holder of the Manual to ensure that the Information supplied is correctly inserted into the Manual and acceptance returned. For any further information or confirmation regarding the current issue of the Eurocell Technical Publication, please contact Eurocell Technical Department. Please note that all profiles within the Eurologik Ovolo System have the prefix 77—instead of 70 (eg. EWS7721 - ovolo main frame, EWS7021 – chamfered main frame).



SECTION 1:1

GOOD MANUFACTURING PRACTICES

CONTENTS SECTION No General Guidelines (To improve fabrication manufacturing standards) 1:2-1:3



SECTION 1:2

GOOD MANUFACTURING PRACTICES General points to help improve fabrication-manufacturing standards.

1. WELDING a. Protective Tape

When welding all profiles it is important to pull back the protective tape from the weld area. Failure to do so can result in contamination of the weld by the tape, which would result in poor welds and the possibility of the weld cracking or even breaking.

b. Teflon

It is important, as a matter of routine, on the initial weld of the day to clean the Teflon on the welding plates with paper tissue to check for any signs of wear or damage. This routine procedure will reduce the possibility of producing bad quality welds, which could prove expensive.

c. The welder must be well maintained, i.e. air pressure, heater temperature, to ensure quality welds.

2. REINFORCING GUIDELINES a. Please check section 6 in the manual to establish our recommended parameters

for reinforcement. This guidance can never cover every possibility and certain window/door designs, may require additional modified reinforcement dependant on wind loading. It is possible that the design or style of the window might need changing so the required performance standards are met.

b. Screw Fixing of Reinforcing

It is important to remember that the number of screw fixings holding the reinforcement in position affects the rigidity of a profile. (Note: - Hardware screws should not be taken into consideration).

It is therefore essential to have a minimum of two screw fixings at intervals of 300mm on any lengths and 100mm from each corner.



SECTION 1:3 4. MAXIMUM WINDOW SIZES

In order to operate within the guidelines regarding window sizes, please refer to the chart (see Section 8:1), which shows the maximum and minimum sizes of window styles. For example a larger type of casement window it is important that you determine which hinge is required and the correct position for the handles (Section 8:2/8:3).

5. WEATHER PERFORMANCE

For improved weather performance, see Section 9.



SECTION 2:1

QUALITY

CONTENTS SECTION No

Quality Statement 2:2 Relevant British Standard Numbers 2:3-2:4



SECTION 2:2

QUALITY STATEMENT

This manual provides guidance to our window and door fabricators with the prime objective of providing them with technical data and assembly instructions, which if duly implemented will enable a consistently high quality product to be produced. The Eurocell Window System has the uPVC content of its windows and doors manufactured by Eurocell Profiles Ltd who are accredited to the B.S EN ISO 9002 international quality standard. To maintain the prestigious B.S 7413 kitemark the following test procedures are undertaken on a daily basis: - a) Heat Reversion b) Heat Ageing c) Impact testing at low temperatures. d) Colour fastness. All additional testing is undertaken by the B.S.I test house at varying frequencies. The main frame and casement of sash profiles are marked at approximately 1 metre intervals, enabling the manufacturers name and date of manufacture of the extrusion to be traced without removal of window. To maintain the required quality standard it is strongly recommended that only Eurocell Profiles approved suppliers and specifications are used for the following products: - a) Glass. b) Reinforcement. c) Glazing gaskets and weather-stripping. d) Hardware and fixing Products.



SECTION 2:3 RELEVANT B.S NUMBERS

BS729 Specification for hot dip galvanised coatings on iron and steel articles BS903 Physical testing of rubber.

Part A2 Determination of tensile stress-strain properties. Part A3 Determination of tear strength (trouser, angle and crescent test pieces)

Part A26 Determination of hardness Part A33 Methods of test for staining in contact with organic materials Part A43 Method for determination of resistance to ozone cracking (dynamic strain test)

BS952 Glass for glazing Part 1 Classification Part 2 Terminology for work on glass

BS970 Specification for wrought steels for mechanical and allied engineering purposes Part 1 General inspection and testing procedures and specific requirements for carbon, carbon manganese, alloy and stainless steels

BS1004 Specification for zinc alloys for die-casting and zinc alloy die-castings BS1192 Construction drawing practice Part 3 Recommendations for symbols and other graphic conventions BS1224 Specification for electroplated coatings of nickel and chromium BS1400 Specification for copper alloy and copper alloy and high copper conductivity castings BS1449 Steel plate, sheet and strip

Part 2 Specification for stainless and heat-resisting steel plate, sheet and strip BS1470 Specification for wrought aluminium and aluminium alloys for general engineering purposes: plate, sheet and strip BS1471 Specification for wrought aluminium and aluminium alloys for general engineering purposes: drawn tube BS1472 Specification for wrought aluminium and aluminium alloys for general engineering purposes -

forging stick and forgings. BS1473 Specification for wrought aluminium and aluminium alloys for general engineering purposes -

rivet bolt and screw stock BS1474 Specification for wrought aluminium and aluminium alloys for general engineering purposes:

bars, extruded round tubes and sections BS1475 Specification for wrought aluminium and aluminium alloys for general engineering purposes-

wire BS1615 Method for specifying anodic oxidation coatings on aluminium and its alloys BS1706 Method for specifying electroplated coatings of zinc and cadmium on iron and steel BS2569 Specification for sprayed metal coatings

Part 1 Protection of iron and steel by aluminium and zinc against atmospheric corrosion BS2782 Methods for testing plastics

Method 151A Determination of cold blend temperature of flexible polyvinyl chloride extrusion compound

Methods 320A to 320F Tensile strength, elongation and elastic modulus Method 365B Determination of indentation hardness by means of a durometer (shore hardness) Method 540B Methods of exposure to laboratory light sources (xenon arc lamp, enclosed carbon arc lamp, open-flame carbon arc lamp, fluorescent tube lamps)

BS2872 Specification for copper and copper alloy forging stock and forgings



SECTION 2:4 BS2989 Specification for continuously hot-dip zinc coated and iron-zinc alloy coated steel: wide strip,

sheet/plate and slit wide strip. BS3111 Steel for cold forged fasteners and similar components

Part 2 Stainless steel BS3882 Specification for electroplated coatings on threaded components

Part 1 and 2 Cadmium on steel components. Zinc on steel components Part 7 Thicker plating for threaded components

BS4255 Rubber used in preformed rubber gaskets for weather exclusion from buildings Part 1 Specification for non-cellular gaskets

BS4921 Specification for sherardized coatings on iron or steel BS5294 Method of test. Determination of crystallization effects in rubbers by hardness measurements BS5368 Methods of testing windows

Part 1 Air permeability test Part 2 Watertightness test under static pressure

BS5466 Methods for corrosion testing of metallic coatings Part 1 Neutral salt spray (NSS test)

BS5588 Fire precautions in the design construction and use of buildings Part 1 Code of practice for residential buildings

BS5713 Specification for hermetically sealed flat double-glazing units BS6100 Glossary of building and civil engineering terms

Section 1.0 General Subsection 1.3.5 Doors, windows and openings Subsection 1.5.1 Co-ordination of dimensions; tolerances and accuracy Section 1.6 Persons

BS6105 Specification for corrosion-resistant stainless steel fasteners BS6262 Code of practice for glazing for buildings BS6338 Specification for chromate conversion coatings on electroplated zinc and cadmium coatings BS6375 Performance of windows

Part 1Classification for weather tightness (including guidance on selection and specification) Part 2 Specification for operation and strength characteristics

BS8220 Guide for security of buildings against crime Part 1 Dwellings Part 2 Offices and shops

BS7412 Specification for plastic windows made from PVC-u extruded hollow profiles BS7413 Specification for white PVC-U extruded hollow profiles with heat welded corner joints for

plastic windows: materials type A. BS7414 Specification for white PVC-U extruded hollow profiles with heat welded corner joints for

plastic windows: materials type B. BS7950 Improved security performance of domestic windows. CP153 Windows and rooflights

Part 1.1) Cleaning and safety PD6484 Commentary on corrosion at bimetallic contacts and its alleviation PD6512 Use of elements of structural fire protection with particular reference to the recommendations

given in BS5588 ‘Fire precautions in the design and construction of buildings’. Part 3 Guide to the fire performance of glass

PAS023 General performance requirements for door assemblies. PAS024 Enhanced security performance requirements for door assemblies.



SECTION 3:1

TECHNICAL DATA

CONTENTS SECTION No Technical Data (Relating to materials performance etc) 3:2



SECTION 3:2

TECHNICAL DATA SHEET DESCRIPTION PVC-U Extrusion Compound GRADE WP1982

COLOUR White 597/D

APPLICATION PVC-U Window Profiles and Glazing Bead

CHARACTERISTICS Designed to meet the requirements of the BS 7413

FORM Powder PHYSICAL PROPERTIES (Extruded profile samples): BS 2782 Test Methods Material Proper Requirement Typical Value Charpy Impact Strength >12 KJ/m 14.2 Tensile Yield Stress >39 Mpa 43.7 Elastic Modulus >2250 Mpa 2390 Tensile Impact @ 23°C >600 KJ/m² 674 @ 0°c >400 KJ/m² 436

Vicat Softening Temperature >75°C 82.2 Thermal Stability >85 mins 181 Heat Reversion < 2% 1.4 Heat Ageing No bubbles/cracks/de-lamination Pass Low Temperature Impact No cracking through surface Pass The information supplied above are typical values based on independent test results carried out on Chemix materials which have been extruded by our customers. Due to the many factors beyond our control that can affect the final properties, the end user must satisfy themselves as to the suitability of the above products for their own application.



SECTION 4:1

70mm PRINCIPAL PROFILES

CONTENTS SECTION No

MAIN PROFILES & REINFORCEMENT

EWS 7002 (7702 Ovolo) Transom ‘T’ and reinforcing required 4:2 EWS 7003 (7703 Ovolo) Transom ‘Z’ and reinforcing required 4:3 EWS 7004 (7704 Ovolo) Sash ‘Z’ and reinforcing required 4:4 EWS 7005 (7705 Ovolo) Sash ‘T’ and reinforcing required 4:5 EWS 7006 (7706 Ovolo) Large Main Frame and reinforcing required 4:6 EWS 7007 (7707 Ovolo) Tilt & Turn and reinforcing required 4:7 EWS 7009 (7709 Ovolo) Mid Rail and reinforcing required 4:8 EWS 7018 (7718 Ovolo) Door ‘Z’ and reinforcing required 4:9 EWS 7019 (7719 Ovolo) Door ‘T’ and reinforcing required 4:10 EWS 7021 (7721 Ovolo) Main Frame and reinforcing required 4:11 EWS 7022 (7722 Ovolo) Int. Transom ‘T’ and reinforcing required 4:12 EWS 7023 (7723 Ovolo) Int. Transom ‘Z’ and reinforcing required 4:13

ANCILLARIES

EWS 101 Head Drip 4:14 EWS 102 Drip Bar 4:14 EWS 103 PVC Butt Joint 4:14 EWS 104 12.5 Extension Block 4:14 EWS 105 70mm Bay Pole Adapter 4:15 EWS 106 25mm Frame Extension Block 4:15 EWS 107 ‘T’ Capping Section 4:15 AA50, AA75 Adjustable angle trims 4:15 EWS 109 Bay Pole 4:16 EWS 110 Square Bay Post 4:16 EWS 126 50mm Frame Extension 4:16 EWS 113 Bay Post External Capping Section 4:17 EWS 116 15mm Frame Extension 4:17 EWS 121 Adjustable Bow Post Capping 4:17 EWS 120 70mm Square Bay Post 4:18 EWS 130 Sculptured Bay Post 4:18 EWS 7211 Interlocking Wedges 4:18 EWS 612S 70mm Fixing Cleat 4:19 EWS 7202 Clip in Leading Ramp 4:19 EWS 7203 Clip in Glazing Platform 4:19 EWS 7205 French Door End Cap 4:20 EWS 204 Drip Bar End Cap 4:20 EWS 7421 Low Threshold Moulding 4:20



SECTION 4:1A CILLS AS 85 Stub Cill 4:21 CR27P Cill Reinforcement 4:21 AC 150 150mm Cill 4:21 AC 180 180mm Cill 4:21 CILL MOULDINGS JTA90I 90° Internal Joint Trim 4:22 JTA90E 90° External Joint Trim 4:22 JTA150/135 150°/130° Angled Cill Joint Trim 4:22 JT150 Cill Joint Trim 4:22 AEC 85 Cill End Cap 4:22 AEC 150 Cill End Cap 4:22 AEC 180 Cill End Cap 4:22



SECTION 4:2

EWS 601S

EWS 601S (EWS7002, EWS7003, EWS7021, EWS7702, EWS7703, EWS7721)

EWS 502A (EWS7002, EWS7702)

EWS 7502A (EWS 7002, EWS7702)

42.5

12.5

31

15.5

TRANSOM ‘T’ EWS7002

TRANSOM ‘T’ OVOLO EWS7702



SECTION 4:3

EWS501A (EWS7003, EWS7002, EWS7703, EWS7702)

EWS601S (EWS7003, EWS7002, EWS7703, EWS7702)

15.5

41.5

12.5

42.5

12.5

TRANSOM ‘Z’ EWS7003

TRANSOM ‘Z’ OVOLO EWS7703



SECTION 4:4


SASH ‘Z’ EWS7004,


51

70

51

71

37

11.7

37.2

12.5



SECTION 4:5



37

11.7

37.2

12.5

SASH ‘T’ EWS7005

SASH ‘T’ OVOLO EWS7705



SECTION 4:6

43

40

38.2

43.2

20.0

5

43

40.2

LARGE MAIN FRAME EWS7006

LARGE MAIN FRAME OVOLO EWS7706

EWS616S

EWS531A (EWS7007, EWS7707)

EWS506A (EWS7007, EWS7707)



SECTION 4:7

EWS507A (EWS7007, EWS7707)

EWS7607S (EWS7007, EWS7707)

TILT & TURN EWS7007

TILT & TURN OVOLO

EWS 7707



SECTION 4:8

EWS7509A (EWS7009, EWS7709)

43

57.8

DOOR MIDRAIL EWS7009 DOOR MIDRAIL

OVOLO EWS7709



SECTION 4:9

EWS 618S (EWS 7018, EWS 7019, EWS7718, EWS7719)


10.8

53.2

42.5 42.5

53.750.3

DOOR ‘Z’ EWS7018

DOOR ‘Z’ OVOLO

EWS7718



SECTION 4:10

EWS618S

(EWS7018, EWS7019, EWS7718, EWS7719)


10.8

53.2

42.5 42.5

53.750.3

DOOR ‘T’ EWS7019

DOOR ‘T’ OVOLO

EWS7719



SECTION 4:11

EWS601S (EWS7002, EWS7003, EWS7021, EWS7702, EWS7703, EWS7721)

EWS7521A (EWS7021, EWS7721)

42.5

12.5

42.6

25.2

MAIN FRAME EWS7021

MAIN FRAME OVOLO

EWS7721



SECTION 4:12




29

42.5

42.50

28.0

0

43

31



SECTION 4:13

INT. TRANSOM ‘Z’ EWS 7023




29

42.5

42.50

28.0

0

43

31

OVOLO INT. TRANSOM ‘Z’ EWS 7723



SECTION 4:14

DRIP TRIM EWS 101

DRIP BAR EWS 102

BUTT JOINT EWS 103

12.5mm FRAME EXTENSION EWS 104

DRIP BAR FIXING RAILEWS 515A

50

16

(77 ON FOILED PRODUCTS)

76

18

12.5



SECTION 4:15

BAY POLE ADAPTER EWS 105

25mm FRAME EXTENSION EWS 106

‘T’ CAPPING SECTION EWS 107

ADJUSTABLE ANGLE AA50, AA75, AA125

55.3532

.6

29.5

70

25.3

20

11.5



SECTION 4:16

BAY POLE EWS 109

SQUARE BAY POST EWS 110


70

50

77.5

77.5



SECTION 4:17


BAY CAPPING EWS 113

ADJUSTABLE BOW POST CAPPING EWS 121

75

2016

60

15

70

19.5



SECTION 4:18

70mm SQUARE BAY POST EWS 120

INTERLOCKING WEDGES EWS 7211

SCULPTURED BAY POST EWS 130



SECTION 4:19

CLIP IN LEADING RAMP EWS 7202

CLIP IN GLAZING PLATFORM EWS 7203

70mm FIXING CLEAT EWS 612S



SECTION 4:20

FRENCH DOOR END CAP EWS 7205

DRIP BAR END CAP EWS 204

LOW THRESHOLD MOULDING EWS 7241

FRENCH DOOR END CAP EWS 7275

OVOLO LOW THRESHOLD MOULDING EWS 7242



SECTION 4:21 SECTION 4:21

180MM CILLAC 180

CILL REINFORCEMENT

150MM CILLAC 150

AS 8585MM STUB CILL

CR27P

CILL PROFILES

40

40

180

57

150

30 85

57

57

30

30

29

23



SECTION 4:22

FOR USE WITH AC150.

AEC 180 FOR USE WITH AC180

AEC 85 FOR USE WITH AS85AEC 150 FOR USE WITH AC150

CILL END CAPS

JT150

CILL JOINT TRIMFOR USE WITH AC150.

150°/135° ANGLED

JTA150 & JTA135 CILL JOINT TRIM

FOR USE WITH AC150.90° ANGLED JOINT TRIMS

EXTERNAL - JTA90E

INTERNAL - JTA90I

CILL MOULDINGS



SECTION 5:1

70mm GLAZING BEADS AND GASKETS CONTENTS SECTION No BEADS: EWS 7301 28mm Int. Co-Ex Glazing Bead 5:2 EWS 7312 28mm Int. Co-Ex Ovolo Glazing Bead 5:2 Bead Cutting Constants 5:3-5:4 GASKETS: EWS 401G External Flipper Gasket 5:5 EWS 402G External/Internal Flipper Gasket 5:5 EWS 403G 3mm Compression Gasket 5:5 EWS 404G 4mm Compression Gasket 5:5 EWS 405G 5mm Compression Gasket 5:5 EWS 406G 6mm Compression Gasket 5:5 EWS 407G 3mm Wedge Gasket 5:5 EWS 408G 4mm Wedge Gasket 5:5 EWS 409G Bubble Gasket 5:5 Glazing Bead and Gasket Combinations 5:6 Examples relating to glass unit sizes, bead and gaskets 5:7



SECTION 5:2

EWS 7301 (28mm GLAZING BEAD)

EWS 7312 (28mm OVOLO GLAZING BEAD)



SECTION 5:3

(EWS 7301)

(EWS 7301)

Fit Vertical Beads.2. When Horizontal Beads Are In Position, Cut And

1. Cut And Fit Horizontal Beads.

Fitting Procedure:-

BEAD CUTTING CONSTANTS



SECTION 5:4

(EWS 7302)

(EWS 7302)

Fit Vertical Beads.2. When Horizontal Beads Are In Position, Cut And

1. Cut And Fit Horizontal Beads.

Fitting Procedure:-

BEAD CUTTING CONSTANTS



SECTION 5:5

GASKETS

LOW SIGHTLINE GASKETEWS432G

LOW THRESHOLD GASKETEWS435G

BEAD POCKET TRIM GASKETEWS7400G

EXTERNAL/INTERNAL GASKETEWS402G



SECTION 5:6

GLAZING COMBINATIONS

TOTAL GLASS & INTERNAL EXTERNAL UNIT THICKNESS GLAZING BEAD GASKET GASKET 28mm EWS 7301 EWS 402G CO-EX 28mm EWS 7312 EWS 402G CO-EX When glazing with double sided tape (which is not supplied by Eurocell). TOTAL GLASS & EXTERNAL INTERNAL UNIT THICKNESS GLAZING BEAD GASKET 28mm EWS 7301 4mm TAPE 28mm EWS 7312 4mm TAPE



SECTION 5:7

28mm UNIT

(EWS 7203)GLAZING PLATFORM

EWS 402G

TYP. BEAD AREA

(EWS 7312)C0-EX GLAZING BEAD28mm OVALO

28mm UNIT

(EWS 7301)GLAZING BEAD28mm CO-EX

TYP. BEAD AREA(EWS 7203)GLAZING PLATFORM

EWS 402G



SECTION 6:1

REINFORCING CONTENTS SECTION No ALUMINIUM EWS 510A 70mm Butt Joint 6:2 EWS 7541A Low Threshold 6:2 EWS 540A Transition Tray 6:2 EWS 7512A Meeting Style Adaptor 6:2 EWS 542A Single Transition Tray 6:2 EWS 513A Variable Bay Pole 6:3 EWS 514A Square Bay Pole 6:3 EWS 515A Drip Bar Fixing Rail 6:3 EWS 516A 150° Bay Post 6:4 EWS 517A 135° Bay Post 6:4 EWS 520A 70mm Square Bay Post 6:5 EWS 536A Adjustable Bow Post 160°-170° 6:5 Recommended Reinforcing Guidelines 6:6 FOR REINFORCEMENT FOR PRINCIPLE PROFILES, PLEASE REFER TO SECTIONS 4:1 TO 4:13



SECTION 6:2

BUTT JOINT EWS 510A

LOW THRESHOLD (GOLD ANODISED)

EWS 7541A

MEETING STYLE ADAPTER EWS 7512A

TRANSITION TRAY (GOLD ANODISED)

EWS 540

SINGLE TRANSITION RAMP (GOLD ANODISED)

EWS 542A



SECTION 6:3

EWS 513A (EWS 109)

EWS 514A (EWS 110)

EWS 515A (EWS 102)



SECTION 6:4

150° BAY POST EWS 516A

135° BAY POST EWS 517A



SECTION 6:5

EWS 520A (EWS 120)

ADJUSTABLE BOW POST EWS 536A



SECTION 6:6

SUMMARY OF REINFORCEMENT GUIDELINES The Eurocell Logik 70mm Window system can be reinforced with either aluminium or steel. The information below is provided for general guidance only and offers no guarantee of a window/door performance rating. If specific performance standard is required consult the Eurocell Technical Department. a) Main frame sections should only be reinforced where they are not attached to a sub-

structure. b) Transom/Mullion profiles should be reinforced if the length is in excess of 1000mm.

c) Inner Casement profiles should be reinforced if the length is in excess of 1000mm. d) Tilt and Turn windows should be reinforced in the casement regardless of size.

Mainframes, transoms and mullions to the above criteria (a & b) apart from hinge points, which should always be reinforced.

e) Residential door casement and outer frame should always be reinforced vertically

whatever the size. f) Cill sections should be reinforced when in excess of 1500mm, or in a load-bearing

situation. GENERAL POINTS

a) The reinforcement lengths must be a minimum of 90% of the effective profile length.

b) Maximum reinforcement length, equal to the effectiveness length of the profile section. Reinforcement should pass through internal welded joints in one of the horizontal or vertical members to maximise the deflection rating of the frame.

e) All woodgrain or coloured profiles must be reinforced fully regardless of length, in order to help control linear expansion and also create better support.

f) Reinforcing support screws should be placed in unseen positions on profiles (for

reference see diagrams sections 10/11, With a minimum of two fixings no greater than 300mm apart and a maximum of 100mm in from each corner.

NOTE: The cutting recommendations for reinforcement for each specific style of window/door can be found in section 10 and section 11.



SECTION 7:1

PROFILE ASSEMBLIES & DEDUCTIONS CONTENTS SECTION No PVC Butt Joint Fixing Arrangement 7:2

Aluminium Butt Joint Fixing Arrangement 7:2

Meeting Style Adapter Fixing Arrangement 7:3

Square Bay Post Fixing Arrangement 7:4

70mm Square Bay Post Fixing Arrangement 7:5

150° Bay Post Fixing Arrangement & Deductions 7:6

135° Bay Post Fixing Arrangement & Deductions 7:6

Variable Bay Pole Fixing Arrangement 7:7

Variable Bay Pole Deductions 7:8-7:9.1

Adjustable Bow Post Fixing Arrangement & Deductions 7:9.2

Low Threshold Fixing Arrangements 7:10-7:10.8

Casement Window General Arrangement Hinge Details 7:11-7:12



SECTION 7:2

122.0

2.0

130.0

10.0

FIXING SCREW(65MM LONG)

MAIN FRAME

(EWS 7521A)

(EWS 7021)

BUTT JOINT

SCREW COVER CAP

(65MM LONG)FIXING SCREW

(EWS 7021)MAIN FRAME

(EWS 7521A)

(EWS 107)`T` CAPPING SECTION

ALUMINIUM HEAVY DUTY BUTT-JOINT

(EWS 510A)BUTT JOINT

(EWS 103) SCREW COVER CAP

P.V.C.u. BUTT-JOINT

BUTT-JOINT FIXING ARRANGEMENT

NOTE: - EUROLOGIK 70 CHAMFERED PROFILES SHOWN IN ILLUSTRATION. OVOLO PROFILES ARE DIMENTIONALY THE SAME.



SECTION 7:3

(EWS 7502A)

END CAPFRENCH DOORTO ATTACHSCREW PORT

(EWS 518A)

(EWS 518A)

147.08.0

147.0

(EWS 7502A)

8.0

SCREW COVER CAP

MEETING STYLE ADAPTER FIXING ARRANGEMENTS




SECTION 7:4

5.05.0

SQUARE BAY POST FIXING ARRANGEMENT




SECTION 7:5

0mm DEDUCTION

70mm SQUARE BAY POST FIXING ARRANGEMENT




SECTION 7:6

34.0

23.5 EWS 113

55mm LONGFIXING SCREW

EWS 516A

EWS 107

DEDUCTION

EWS 107

DEDUCTION

DEDUCTION

5.0

153.8

162.5

DEDUCTION

5.0

55mm LONGFIXING SCREW

EWS 517AEWS 113

150° BAY POST

135° BAY POST




SECTION 7:7

30.0

FOR DEDUCTIONS & SIGHT LINE DIM'NS SEE SECTION 7:8

(EWS 105)BAY POLE(EWS 109)

(EWS 513A)


BAY POLE FIXING ARRANGEMENT

SCREW COVER CAP

FIXING SCREW(55MM LONG)

(AA 50,AA 75)

(EWS 7521A)

ADJUSTABLE ANGLE

BAY POLE ADAPTER




SECTION 7:8

180.0181.0180.8179.2176.3172.0166.4160.0151.6DIM X

DIM X

30.0

DIM Y

SEE HATCHING.TO BE REMOVED FOR ANGLES BETWEEN 100 - 111°,

NOTE: IT WILL BE NECESSARY FOR THE INTERNAL LEG OF M/F

VARIABLE BAY POLE DEDUCTIONS

180°160°150° 170°

-30.0-22.0-18.0 -26.0

130°110° 120°100°DEDUCTION

-9.0+1.5 -4.0+7.5DIM Y

140°

-13.5




SECTION 7:9.1

163 = -23.0128 = -8.0

134 = -11.0133 = -10.5132 = -10.0131 = -9.5130 = -9.0129 = -8.5

169 = -25.5

166 = -24.5

168 = -25.0167 = -25.0

165 = -24.0164 = -23.5

127 = -7.5126 = -7.0125 = -6.5124 = -6.0123 = -5.5122 = -5.0121 = -4.5120 = -4.0119 = -3.5118 = -3.0117 = -2.5116 = -2.0115 = -1.5114 = -1.0113 = 0.0112 = 0.0111 = +1.0110 = +1.5109 = +2.0108 = +2.5107 = +3.5

105 = +4.5106 = +4.0

104 = +5.0103 = +6.0

101 = +7.0102 = +6.5

ANGLE = DIMENSION Y (mm)

100 = +7.5

REFERENCE SECTION 7:8VARIABLE BAY POLE DEDUCTIONS

158 = -21.0

162 = -23.0161 = -22.5160 = -22.0159 = -21.5

155 = -20.0

157 = -21.0156 = -20.5

154 = -19.5153 = -19.0

147 = -16.5

152 = -18.5151 = -18.0150 = -18.0149 = -17.5148 = -17.0

144 = -15.5

146 = -16.0145 = -16.0

143 = -15.0142 = -14.5

180 = -30.0179 = -29.5178 = -29.0177 = -29.0

136 = -12.0

141 = -14.0140 = -14.0139 = -13.5138 = -13.0137 = -12.5

135 = -11.5171 = -26.5

176 = -28.5175 = -28.0174 = -27.5173 = -27.0172 = -27.0

170 = -26.0



SECTION 7:9.2

DIM'N 'X'

EWS 107

(55mm LONG)

FIXING SCREW

EWS 536ADIM'N 'Y'

EWS 7521A

SCREW COVER CAP

70mm VARIABLE BOW POST DEDUCTIONS

170°

6.9147.4

166°162° 164°160°ANGLE

6.3146.0

5.7144.6

6.0145.3

5.3143.9DIM'N X

DIM'N Y

168°

6.6146.7




SECTION 7:10.1

(EWS 7021)MAIN FRAME20.025.0

(EWS 506A)

MOULDING (EWS 7241)LOW THRESHOLD

(100mm LONG)FIXING SCREW

TRAY (EWS 540A)LOW THRESHOLD

(EWS 7541A)LOW THRESHOLD

VIEW ON (`X-X`)

FULL RAMP TRAYINWARD OPENING DOOR WITH LOW THRESHOLD FIXING ARRANGEMENT

XX

OVOLO MAIN FRAME (EWS7721)

OVOLO (EWS7242)



SECTION 7:10.2

20.025.0 (EWS 7021)MAIN FRAME

(EWS 506A)



(EWS 7541A)

ON RAMP (EWS542A)OPTIONAL SCREW

LOW THRESHOLD

VIEW ON (`X-X`)

OPTIONAL OUTER RAMP ONLYINWARD OPENING DOOR WITH LOW THRESHOLD FIXING ARRANGEMENT

XX


OVOLO (EWS7242)



SECTION 7:10.3


(EWS 506A)




LOW THRESHOLD(EWS 7541A)

VIEW ON (`X-X`)

FULL RAMP TRAYOUTWARD OPENING DOOR WITH LOW THRESHOLD FIXING ARRANGEMENT

XX


OVOLO (EWS7242)



SECTION 7:10.4

(EWS 506A)




OPTIONAL SCREWON RAMP (EWS542A)


VIEW ON (`X-X`)

OUTWARD OPENING DOOR WITH LOW THRESHOLD FIXING ARRANGEMENTOPTIONAL OUTER RAMP ONLY

XX

OVOLO (EWS7242)




SECTION 7:10.5

LOW THRESHOLDGASKET RETAINERDRIP BAR

DRIP BAR FIXING RAIL

DOOR SASH 'Z'

(EWS102)

(EWS515A)

(EWS7018)

(EWS 518A)

6

2.5 16

.5


(EWS435G)

(EWS535A)

FULL RAMP TRAYINWARD OPENING DOOR WITH LOW THRESHOLD FIXING ARRANGEMENT


OVOLO (EWS7718)



SECTION 7:10.6

DOOR SASH 'Z'

LOW THRESHOLDGASKET RETAINER

DRIP BAR

DRIP BARFIXING RAIL(EWS515A)

(EWS102)

(EWS 518A)

(EWS7018)

15

6

(EWS435G)

DRAINAGE

EWS 7541ALOW THRESHOLD

(EWS535A)

INWARD OPENING DOOR WITH LOW THRESHOLD FIXING ARRANGEMENTOPTIONAL OUTER RAMP ONLY

ON RAMP (EWS542A)OPTIONAL SCREW

OVOLO (EWS7718)



SECTION 7:10.7

LOW THRESHOLD

DOOR SASH 'T'(EWS 7019)

(EWS 7541A)

(EWS 518A)


FULL RAMP TRAYOUTWARD OPENING DOOR WITH LOW THRESHOLD FIXING ARRANGEMENT

OVOLO (EWS7719)



SECTION 7:10.8

LOW THRESHOLD

DOOR SASH 'T'

(EWS 518A)

(EWS 7019)

(EWS 7541A)

OPTIONAL SCREWON RAMP (EWS542A)

OPTIONAL OUTER RAMP ONLYOUTWARD OPENING DOOR WITH LOW THRESHOLD FIXING ARRANGEMENT

OVOLO (EWS7719)



SECTION 7:11.1

8

8

8

8

SASH 'Z'

FRICTION STAY17mm STACK HEIGHT

(EWS 7004)

28mm GLAZING

STEEL

(EWS 7604S)

REINFORCEMENTSTEEL

REINFORCEMENT


(EWS 601S)

(EWS 7504A)REINFORCEMENTALUMINIUM




(EWS 7005)SASH 'T'

28mm GLAZING

OUTWARD OPENING - INWARD GLAZED CASEMENT.

CASEMENT WINDOW GENERAL ASSEMBLY

GLAZING PLATFORM(EWS 7203)




SECTION 7:11.2

GLAZING TAPE

GLAZING TAPE

8

8

8

8

GEARING

GEARING

WITH GEARING SHOWN IN POSITION.

SASH 'Z'(EWS 7004)

28mm GLAZING

STEEL

(EWS 7604S)

REINFORCEMENTSTEEL

REINFORCEMENT


(EWS 601S)




(EWS 7004)SASH 'Z'

28mm GLAZING

OUTWARD OPENING - OUTWARD GLAZED CASEMENT




SECTION 7:12.1

8

8

8

8

SASH 'Z'


(EWS 7004)

28mm GLAZING

STEEL

(EWS 7604S)

REINFORCEMENTSTEEL

REINFORCEMENT


(EWS 601S)





(EWS 7005)SASH 'T'

28mm GLAZING







SECTION 7:12.2

8

88

8

WITH GEARING SHOWN IN POSITION

GEARING

GEARING

SASH 'Z'(EWS 7004)

28mm GLAZING

STEEL

(EWS 7604S)

REINFORCEMENTSTEEL

REINFORCEMENT


(EWS 601S)




(EWS 7005)SASH 'T'

28mm GLAZING







SECTION 7:13

ARCH TOP INSERTS FITTING INSTRUCTIONS



SECTION 8:1

MINIMUM/MAXIMUM SIZES OF WINDOW/DOORS

CONTENTS SECTION No Minimum/Maximum Sizes of Window/Doors 8:2 Casement Window Recommended Handle Positions 8:3 Minimum/Maximum Sizes of Roller Positions 8:4



SECTION 8:2

MAXIMUM AND MINIMUM DIMENSIONS FOR WINDOWS/DOORS

WIDTH HEIGHT CASEMENTS (TOP HUNG) WINDOW Max 1200 1350

Cockspur Min 320 320 Espag Min 320 375

CASEMENT (SIDE HUNG) WINDOW Max 750 1350

Min 400 320 TILT AND TURN WINDOWS Max 1500 1500

Min 550 550 TILT AND TURN DOORS Max 1000 2300

Min 800 1800 RESI-DOORS (OUTER TO OUTER) Max 1000 2300

Min 800 1800 FRENCH DOORS (OUTER TO OUTER) Max 2000 2300

Min 1200 1800

REVERSIBLE USING EWS 001 M/F Max 1200 1500 Min 550 550 PIVOT WINDOWS Max 1500 1500 Min 650 950 ALL FIXED SIZES (FIXED) Max 3000 2400

(Combined width and height 5400)



SECTION 8:3

L

L / 4

L

RECOMMENDED COCKSPUR HANDLE POSITIONS

700LESS THAN

= =

LESS

TH

AN80

0

700LESS THAN

L / 4

701 - 1100

L

LESS

TH

AN80

0

701 - 1200

CASEMENT WINDOWS

801

- 135

0

L / 4

801

- 110

070

1LE

SS

THAN

701

- 135

0

==

L / 4

L



SECTION 8:4

CASEMENT WINDOWS

RECOMMENDED ROLLER POSITION AND HINGE SIZE:

It is recommended that the maximum size of hinge is used on a given sash size, this allows better clearance on the keeps and enhances the all round performance of the window. It is also recommended that the espagnolette length in relation to the sash size is kept in such a way that roller positions give an even compression along its length. The sizes below are for reference only and to give an indication of what to use in which situation. For more details on hardware refer to the Eurocell Logik 70mm window system relevant hardware manual.

NO. OF MAX. WT ESPAGNOLETTE ROLLERS HINGES CARRIED 240mm long 2 153mm 10kg 400mm long 2 204mm 12kg 600mm long 2 255mm 16kg 800mm long 2 305mm 20kg 1000mm long 3 408mm 21kg 1200mm long 3 510mm 24kg

610mm 35kg

NO. OF MAX. WT ESPAGNOLETTE ROLLERS HINGES CARRIED 240mm long 2 305mm 22kg 400mm long 2 408mm 24kg 600mm long 2 800mm long 2 1000mm long 3 1200mm long 3

HUNGSIDE

TOP HUNG



SECTION 9:1

GUIDELINES TO IMPROVE WEATHER PERFORMANCE

CONTENTS SECTION No Good Manufacturing Practice to Maximise Weather Performance 9:2-9:3



SECTION 9:2

GOOD MANUFACTURING PRACTICE TO MAXIMISE WEATHER PERFORMANCE

GENERAL Manufacturing to the profile system supplier recommendations are vital to achieve BS 6375 Part I for air permeability, watertightness and wind resistance. POINTS TO FOLLOW 1. The saw should be checked regularly to ensure that the profile is cut to the

correct size. The weld 'burn-off' in relation to the overall frame size must be regularly monitored; this will ensure that the optimum cover is maintained.

2. To prevent profile step when welding ensure that the correct limiting blocks are

used and the profile is lined up and placed in the welding machine correctly. Corners should be neatly finished to promote good gasket contact.

3. External drainage slots should be 30mm long and 5mm wide.

a) M/F to M/F sizes less than 600mm 1 slot required. M/F to M/F sizes over 600mm 2 slots required. M/F to M/F sizes over 1200mm 3 slots required.

b) Internal slots should be offset by 50mm from external. c) Pressure equalisation should be incorporated into the drainage system if

windows are above 2 stories high or are being installed in exposed areas. However, it is suggested that this practice be standardised, as it is not always possible to know where the windows are to be installed.

4. After routing of profiles (e.g. drainage/locks) all slots and chambers should be

blown out so no swarf can block drainage slots. 5. Shadow grooves should be no more that 0.2mm deep or the gasket seal contact

will be reduced.



SECTION 9:3 6. Handle positioning for cockspur is important reference Data sheet 8:3 7. Maximum length espagnolette for best roller position reference Data sheet 8:4 8. Beading should be tight in corners with no gaps so as not to encourage water

into glazing area. 9. Pull-in blocks are recommended opposite handle where there are no rollers or

ramps to maximise compression over 800mm. 10. Take care not to block drainage holes when packing glass. 12. Where possible a small amount of mastic on the corner of external glazing

gasket will reduce water ingress into glazing area. 13. Drip bars must be used on all internal opening doors and windows.



SECTION 10:1

DRAINAGE AND REINFORCEMENT SCREW POSITIONS

For

WINDOW FABRICATION

CONTENTS SECTION No EWS 7021 (7721) Outward Opening - Outward Glazed Casement 10:2 EWS 7021 (7721) Outward Opening - Inward Glazed Casement 10:3 Cutting Constants 10:4 EWS 7006 (7706) Outward Opening - Outward Glazed Casement 10:5 EWS 7006 (7706) Outward Opening - Inward Glazed Casement 10:6 Cutting Constants 10:7 EWS 7021 (7721) Tilt and Turn - Tilt First 10:8 EWS 7006 (7706) Tilt and Turn - Tilt First 10:9 Cutting Constants 10:10 – 10:11



SECTION 10:2

WHERE HATCHEDNOTCH OFF LEG

DRAINAGE

FIXING SCREW


OUTWARD OPENING - OUTWARD GLAZED CASEMENT.

MAIN FRAME(EWS 7021)

(EWS 7002)TRANSOM 'T'

SASH 'Z'(EWS 7004)

PRESSUREEQUALIZATION



SECTION 10:3

(EWS 7003)TRANSOM 'Z'

SASH 'T'(EWS 7005)





FIXING SCREW

DRAINAGE



SECTION 10:4

CUTTING CONSTANTS CASEMENTS

EWS 7021 (7721) MAIN FRAME EWS 7002 (7702) TRANSOM/MULLION ‘T’ EWS 7004 (7704) ‘Z’ SASH

Mechanical Transom/ Mullion

Welded Transom/ Mullion

Z sash

Fixed glass

Sash glass 7004

Frame to frame

-72mm +20mm -64mm -86mm -172mm

Frame to transom

-47mm +45mm -39mm -61mm -147mm

Transom to transom

-22mm +70mm -14mm -36mm -122mm

V cut is 35mm - weld All welded deductions require addition of weld burn off Reinforcement deductions are the same as glass deductions

EWS 7021 (7721) MAIN FRAME EWS 7002/7003 (7702/7703) TRANSOM/MULLION EWS 7005 (7705) ‘T’ SASH

Arrow head to flat


T sash

Fixed glass

Sash glass 7005

Frame to frame N/A +20mm -64mm -86mm -180mm

Frame to transom

+10mm +45mm -39mm -61mm -155mm

Transom to transom

-0mm +70mm -14mm -36mm -130mm




SECTION 10:5

LARGE MAIN FRAME(EWS 7006)

TRANSOM 'T'(EWS 7002)

WHERE HATCHEDNOTCH OFF LEG

BEFORE WELDINGPUNCTURE CENTRE WEB

SASH 'Z'(EWS 7004)

OUTWARD OPENING - OUTWARD GLAZED CASEMENT.



FIXING SCREW

DRAINAGE



SECTION 10:6




FIXING SCREW


(EWS 7005)SASH 'T'

TRANSOM 'Z'(EWS 7003)

PUNCTURE CENTRE WEBBEFORE WELDING

DRAINAGE



SECTION 10:7

CUTTING CONSTANTS CASEMENTS

EWS 7006 (7706) LARGE MAIN FRAME EWS 7002 (7702) TRANSOM/MULLION ‘T’ EWS 7004 (7704) ‘Z’ SASH



Z sash

Fixed glass Sash glass 7004

Frame to frame

-102mm -10mm -94mm -116mm -202mm

Frame to transom

-62mm +30mm -54mm -76mm -162mm

Transom to transom

-22mm +70mm -14mm -36mm -122mm

V cut is 35mm - weld All welded deductions require addition of weld burn off Reinforcement deductions are the same as glass deductions EWS 7006 (7706) MAIN FRAME EWS 7002/7003 (7702/7703) TRANSOM/MULLION EWS 7005 (7705) ‘T’ SASH

Arrow head to flat


T sash

Fixed glass

Sash glass 7005

Frame to frame N/A -10mm -94mm -116mm -210mm

Frame to transom -5mm +30mm -54mm -76mm -170mm

Transom to transom

-0mm +70mm -14mm -36mm -130mm




SECTION 10:8

FIXING SCREW

DRAINAGE

EWS 7521A

(EWS 7007)TILT & TURN


TILT & TURN - TILT FIRST.



EWS507A



SECTION 10:9


TILT & TURN - TILT FIRST.



FIXING SCREW

TILT & TURN(EWS 7007)

DRAINAGE

EWS 507A

EWS 506APUNCTURE CENTRE WEBBEFORE WELDING



SECTION 10:10

CUTTING CONSTANTS TILT & TURN

EWS 7021 (7721) MAIN FRAME EWS 7002 (7702) TRANSOM/MULLION EWS 7007 (7707) TILT & TURN SASH



Tilt & turn Sash

Fixed glass

Sash glass

Frame to frame -72mm +20mm -64mm -86mm -180mm Frame to transom -47mm +45mm -39mm -61mm -155mm Transom to transom

-22mm +70mm -14mm -36mm -130mm


Dummy transom/mullion in sash using 7002 (7702): Mechanical = overall sash size –102mm Glass=W-116mm H-76mm Welded = overall sash size -10mm Glass=W-116mm H-76mm

EWS 7021 (7721) MAIN FRAME EWS 7022 (7722) TRANSOM/MULLION EWS 7007 (7707) TILT & TURN SASH



Tilt & turn Sash

Fixed glass

Sash glass

Frame to frame -72mm +50mm -64mm -86mm -180mm Frame to transom -55mm

+67.5mm -46.5mm -68.5mm -162.5mm

Transom to transom

-37mm +85mm -29mm -51mm -145mm

V cut is 42.5mm - weld All welded deductions require addition of weld burn off Reinforcement deductions are the same as glass deductions

Dummy transom/mullion in sash using 7022 (7722): Mechanical = overall sash size –102mm Glass=W-116mm H-83.5mm Welded = overall sash size +20mm Glass=W-116mm H-83.5mm



SECTION 10:11

CUTTING CONSTANTS TILT & TURN

EWS 7006 (7706) LARGE MAIN FRAME EWS 7002 (7702) TRANSOM/MULLION EWS 7007 (7707) TILT & TURN SASH



Tilt & turn Sash

Fixed glass Sash glass

Frame to frame -102mm -10mm -94mm -116mm -210mm Frame to transom -62mm +30mm -54mm -76mm -170mm Transom to transom

-22mm +70mm -14mm -36mm -130mm


Dummy transom/mullion in sash using 7002 (7702): Mechanical = overall sash size –102mm Glass=W-116mm H-76mm Welded = overall sash size -10mm Glass=W-116mm H-76mm EWS 7006 (7706) MAIN FRAME EWS 7022 (7722) TRANSOM/MULLION EWS 7007 (7707) TILT & TURN SASH



Tilt & turn Sash

Fixed glass

Sash glass

Frame to frame -102mm +20mm -94mm -116mm -210mm Frame to transom -69.5mm +52.5mm -61.5mm -83.5mm -177.5mm Transom to transom

-37mm +85mm -29mm -51mm -145mm


Dummy transom/mullion in sash using 7022 (7722): Mechanical = overall sash size –102mm Glass=W-116mm H-83.5mm Welded = overall sash size +20mm Glass=W-116mm H-83.5mm



SECTION 11:1


for

DOOR FABRICATION CONTENTS SECTION No Inward Opening Residential Door 11:2 Outward Opening Residential Door 11:3 Cutting Constants 11:4-11:6 Tilt and Slide Patio Door 11:7 Cutting Constants 11:8 Inward Opening French Door 11:9 Outward Opening French Door 11:10 Cutting Constants For French Door Meeting Style Length 11:11 Cutting Constants For French Door 11:12–11:13



SECTION 11:2

PUNCTURE CENTRE WEB BEFORE WELDING

BEFORE WELDINGPUNCTURE CENTRE WEB

USING EWS 7021LOW THRESHOLD OPTION 1

USING EWS 7541A & EWS 540ALOW THRESHOLD OPTION 2

(EWS 7009)DOOR MID-RAIL

DRAINAGE AND REINFORCEMENT SCREW POSITIONSINWARD OPENING RESIDENTIAL DOOR

EQUALIZATIONPRESSURE

FIXING SCREW

DRAINAGE

(EWS 7018)DOOR SASH




SECTION 11:3

LOW THRESHOLD OPTION 2USING EWS 7541A & EWS 540ADRAINAGE

(EWS 7009)DOOR MID-RAIL

FIXING SCREW

(EWS 7019)DOOR SASH


USING EWS 7021LOW THRESHOLD OPTION 1

WEB BEFORE WELDINGPUNCTURE CENTRE

DRAINAGE AND REINFORCEMENT SCREW POSITIONSOUTWARD OPENING RESIDENTIAL DOOR




SECTION 11:4 CUTTING CONSTANTS RESIDENTIAL DOORS EWS 7006 (7706) FRAME EWS 7002 (7702) TRANSOM EWS 7009 (7709) MIDRAIL EWS 7018/7019 (7718/7719) SASH

USING EWS 7006 (7706) AS A THRESHOLD

Mechanical Transom

Welded Transom

Door Sash


Frame to frame -102mm -10mm -94mm -116mm -270mm Frame to transom N/A N/A -54mm -76mm -230mm USING EWS 7021 (7721) AS A THRESHOLD

Mechanical Transom

Welded Transom

Door Sash

Fixed glass

Sash glass

Frame to threshold N/A N/A -79mm N/A -255mm Transom to N/A N/A -54mm N/A -230mm USING EWS 7541A AN ALUMINIUM LOW THRESHOLD

Mechanical Transom

Welded Transom

Door Sash

Fixed glass

Sash glass

Frame to threshold N/A N/A -62mm N/A -238mm Transom to aluminium

N/A

N/A -22mm N/A -198mm

Cut length of EWS 7541A aluminium threshold = frame to frame -171mm Cut length of EWS 540A aluminium threshold tray = frame to frame V cut is 35mm - weld (7002,7702) V cut is 57.5mm - weld (7009,7709) All welded deductions require addition of weld burn off Reinforcement deductions are the same as glass deductions

MIDRAIL IN SASH USING EWS 7009 (7709): Mechanical = overall sash size -162mm Glass=W-176mm H-128.5mm Welded = overall sash size +20mm Glass=W-176mm H-128.5mm



SECTION 11:5

CUTTING CONSTANTS RESIDENTIAL DOORS

EWS 7006 (7706) FRAME EWS 7022 (7722) MULLION EWS 7009 (7709) MIDRAIL EWS 7018/7019 (7718/7719) SASH


Mechanical

Welded

Door Sash

Fixed glass

Sash glass

Frame to frame Mullion -102mm

Mullion +20mm

-94mm -116mm -270mm

Frame to mullion

Midrail -69.5mm

Midrail +112.5m

m

-61.5mm -83.5mm -237.5mm

Mullion to mullion

N/A N/A -29mm -51mm -205mm

Frame to Midrail

N/A N/A N/A -98.5mm N/A

USING EWS 7021 (7721) AS A THRESHOLD RUNNING THROUGH Frame to threshold

Mullion -87mm

Mullion +35mm

-79mm -101mm -255mm

Midrail to threshold N/A N/A N/A -83.5m N/A V cut is 42.5mm - weld (EWS 7022, 7722) V cut is 57.5mm - weld (EWS 7009, 7709) All welded deductions require addition of weld burn off Reinforcement deductions are the same as glass deductions

MIDRAIL IN SASH USING EWS 7009 (7709) Mechanical = overall sash size - 162mm Glass=W-176mm H-128.5mm Welded = overall sash size + 20mm Glass=W- 176mm H-128.5mm



SECTION 11:6 CUTTING CONSTANTS RESIDENTIAL DOORS EWS 7006 (7706) FRAME EWS 7002 (7702) TRANSOM EWS 7022 (7722) MULLION EWS 7009 (7709) MIDRAIL EWS 7018/7019 (7718/7719) SASH USING EWS 7006 (7706) AS A THRESHOLD

Mechanical

Welded

Door Sash Fixed glass Sash glass

Frame to frame Mullion -102mm

Mullion +20mm N/A N/A N/A

Frame to mullion

Transom -69.5mm

Transom +22.5mm -61.5mm -83.5mm -237.5mm

Frame to mullion

Midrail -69.5mm

Midrail +112.5mm N/A N/A N/A

Frame to transom N/A N/A -54mm -76mm -230mm

Mullion to mullion

Transom -37mm

Transom +55mm -29mm -51mm -205mm

Transom to Midrail N/A N/A N/A -58.5mm N/A

Frame to Midrail N/A N/A N/A -98.5mm N/A

USING EWS 7021 (7721) AS A THRESHOLD RUNNING THROUGH Transom to threshold

N/A

N/A

-39mm N/A -215mm

Midrail to threshold N/A N/A N/A -83.5mm N/A V cut is 35mm - weld (EWS 7002, 7702) V cut is 42.5mm - weld (EWS 7022, 7722) V cut is 57.5mm – weld (EWS 7009, 7709) All welded deductions require addition of weld burn off Reinforcement deductions are the same as glass deductions MIDRAIL IN SASH USING EWS 7009 (7709) Mechanical = overall sash size -162mm Glass=W-176mm H- 128.5mm Welded = overall sash size +20mm Glass=W-176mm H-128.5mm



SECTION 11:7

152.

0

EWS 518A

EWS 506A


TILT & SLIDE PATIO DOORS


FIXING SCREW

DRAINAGE

(EWS 7018)DOOR SASH




SECTION 11:8

CUTTING CONSTANTS TILT & SLIDE PATIO DOORS

EWS 7006 (7706) FRAME EWS 7022 (7722) MULLION EWS 7018 (7718) SASH

Mechanical Mullion

Welded Mullion

Sliding Sash


Frame to frame -102mm +20mm -94mm -116mm -270mm

Frame to mullion N/A N/A -61.5mm -85.5mm -237.5mm

Mullion to mullion N/A N/A -29mm -51mm -205mm




SECTION 11:9

EWS 506A

EWS 518A

(EWS 7002)TRANSOM 'T'

FIXING SCREW

DOOR SASH(EWS 7018)


EWS 7502A

DRAINAGE AND REINFORCEMENT SCREW POSITIONSINWARD OPENING, INWARD GLAZED FRENCH DOORS (HORIZONTAL SECTION)



SECTION 11:10

FIXING SCREW

152.

0

EWS 506A

147.

0

EWS 518A

EWS 7502A TRANSOM 'T'(EWS 7002)

DRAINAGE AND REINFORCEMENT SCREW POSITIONSOUTWARD OPENING, INWARD GLAZED FRENCH DOORS (HORIZONTAL SECTION)

(EWS 7019)DOOR SASH




SECTION 11:11

'X'

DOOR MEETING STYLE LENGTH.CUTTING CONSTANTS FOR FRENCH

DIMENSION 'X' = FINISHED SASH SIZE - 76mm



SECTION 11:12

CUTTING CONSTANTS FRENCH DOORS EWS7006(7706) LARGE MAINFRAME EWS 7018/7019 (7718/7719) DOOR SASH EWS 7009 (7709) MIDRAIL EWS 7002 (7702) TRANSOM


Mechanical Transom

Welded Transom

Door Sash

Height

Door Sash Width

Width

2

Fixed glass

Sash glass Height

Sash glass Width

Width

2 Frame to

frame -102mm

-10mm -94mm -54mm -116mm -270mm -230mm

Frame to transom

N/A N/A -54mm N/A -76mm -230mm N/A


Mechanical Transom

Welded Transom

Door Sash


Frame to threshold N/A N/A -79mm N/A -255mm

Transom to threshold N/A N/A -39mm N/A -215mm

V cut is 35mm - weld (7002, 7702) V cut is 57.5mm - weld (7009, 7709) All welded deductions require addition of weld burn off Reinforcement deductions are the same as glass deductions

MIDRAIL IN SASH USING EWS 7009 (7709) Mechanical = overall sash size -162mm Glass=W-176mm H-128.5mm Welded = overall sash size +20mm Glass=W-176mm H-128.5mm



SECTION 11:13 CUTTING CONSTANTS FRENCH DOORS EWS 7006 (7706) LARGE MAIN FRAME EWS 7018/7019 (7718/7719) DOOR SASH EWS 7009 (7709) MIDRAIL EWS 7022 (7722) MULLION USING EWS 7006 (7706) AS A THRESHOLD

Mechanical Transom

Welded Transom

Door Sash

Height

Door Sash Width

Width

2

Fixed glass Sash glass Height

Sash glass Width

Width

2

Frame to frame

Mullion -102mm

Mullion +20mm -94mm -54mm -116mm -270mm -230mm

Frame to mullion

Midrail -69.5mm

Midrail +112.5mm N/A -38mm -83.5mm N/A -214mm

Mullion to Mullion N/A N/A N/A -21.5mm N/A N/A -197.5mm

Frame to Midrail N/A N/A N/A N/A -98.5mm N/A N/A

USING EWS 7021 (7721) AS A THRESHOLD RUNNING THROUGH

Mechanical Transom

Welded Transom

Door Sash

Height

Door Sash Width Width

2

Fixed glass

Sash glass Height

Sash glass Width Width

2 Frame to

frame Mullion -87mm

Mullion +35mm -79mm N/A -101mm -255mm N/A

Midrail to threshold N/A N/A N/A N/A -83.5mm N/A N/A

V cut is 42.5mm – weld (EWS 7022, 7722) V cut is 57.5mm – weld (EWS 7009, 7709) All welded deductions require addition of weld burn off Reinforcement deductions are the same as glass deductions

MIDRAIL IN SASH USING EWS 7009 (7709) Mechanical = overall sash size -162mm Glass=W-176mm H-128.5mm Welded = overall sash size +20mm Glass=W-176mm H-128.5mm



SECTION 12:1

GEORGIAN BAR SPACING CONTENTS SECTION No Externally Glazed using EWS 7021, 7002 & 7004 (7721,7702 & 7704) 12:2 Internally Glazed using EWS 7021, 7002 or 7003 &7005 (7721, 7702, 7703 & 7705) 12:2 Externally Glazed using EWS 7006, 7002 & 7004 (7706,7702 & 7704) 12:3 Internally Glazed using EWS 7006, 7002 or 7003 & 7005 (7706, 7702 or 7703 & 7705) 12:3 Tilt & Turn using EWS 7006, 7002 & 7007 (7706, 7702 & 7707) 12:4 Tilt & Turn using EWS 7006, 7022 & 7007 (7706, 7722 & 7707) 12:4 Tilt & Turn using EWS 7021, 7002 & 7007 (7721, 7702 & 7707) 12:5 Tilt & Turn using EWS 7021, 7022 & 7007 (7721, 7722 & 7707) 12:5 Residential Door & Side Light/Tilt & Slide Patio 12:6 French Door & Side Light 12:7



SECTION 12:2

(7721, 7702 & 7704)

& 7005 (7721, 7702 or 7703, 7705)INTERNALLY GLAZED USING EWS 7021 & 7002 OR 7003

OR GLASS TO GLASS

EXTERNALLY GLAZED USING EWS 7021, 7002 & 7004

ALL DIMENSIONS OUTSIDE M/F TO GLASS



SECTION 12:3

EXTERNALLY GLAZED USING EWS 7006, 7002 & 7004

& 7005 (7706 &7702 or 7703 & 7705)INTERNALLY GLAZED USING EWS 7006 & 7002 OR 7003

OR GLASS TO GLASS

(7706, 7702 & 7704)




SECTION 12:4

(7706, 7722 & 7707)

(7706, 7702 & 7707)

TILT + TURN USING EWS 7006, 7022 & 7007

OR GLASS TO GLASS

TILT + TURN USING EWS 7006, 7002 & 7007.




SECTION 12:5



(7721, 7722 & 7707)

OR GLASS TO GLASSALL DIMENSIONS OUTSIDE M/F TO GLASS

(7721, 7702 & 7707)



SECTION 12:6

7706, 7718, 7719, 7709 & 7702

& 022 MULLION (7706, 7718, 7719, 7709 & 7722)EWS 006 M/F, 018/019 SASH, 009 MIDRAILRESI DOOR+SIDE LIGHT/TILT+SLIDE PATIO

USING EWS 7006,7018/7019 SASH, 7009 MIDRAIL

& 7002 TRANSOM.




SECTION 12:7

(7706, 7718/7719, 7709, 7702 & 7722)7002 TRANSOM & 7022 MULLION.EWS 7006, 7018/7019 SASH, 7009 MIDRAIL,




SECTION 13:1

GLAZING

CONTENTS SECTION No Glazing Guidelines 13:2 Use of Glazing Packers 13:3 Position of Run up Blocks 13:4 Position of Interlocking Wedges 13:4



SECTION 13:2

GLAZING GUIDELINES GENERAL All glazing meets with the required standard of BS6262. In addition, recommendations from glass unit manufacturers should be adhered to at all times. Glass and insulated glass units should be examined carefully for damage especially at the edges prior to installation. Defective items should not be used. The glass size used for glazing must allow for the necessary clearance required between glass unit and profile. GLAZING PROCEDURES GLAZING PACKERS The use of glazing packers is essential to allow the windows to function correctly. This is particularly important for the Side Hung and Tilt and Turn windows. The drawing headed 'Instruction for Installing Glazing Packers' shows suggested usage for the most common window types, which is based on BS6262. It is important to remember that the packing between the glass and the plastic of both sash and mainframe is essential to create a solid brace for security reasons. Positions shown in Section 14:4 between fixings and glass. It is essential that the glass stays in position, so it is recommended that, where necessary, mastic be used to hold the packers in position. DRAINAGE When glazing windows it is essential that great care be taken to ensure that glazing blocks or spacers do not obstruct drainage of the water from the glazing rebate. As a matter of practice EWS 7203 should be used as a load bearing support for the double glazed units so that both sheets of glass can be supported, thus avoiding restriction of any flow of water under the platform that might affect the drainage of the window.



SECTION 13:3

WINDOW

TO ENSURE CORRECT OPERATION OF EUROCELL WINDOWS AND DOORS

SIDE HUNG

IT IS ESSENTIAL THAT GLAZING SHIMS/PACKERS ARE POSITIONED

INSTRUCTION FOR INSTALLING GLAZING PLATFORMS

WINDOW OR DOORTILT & TURN

PACKER TO PREVENT MOVEMENT OF GLASS INTHE GLAZING CHAMBER AND TO PROMOTE

LOADBEARING PACKER

RIGIDITY FOR SECURITY.

FRENCH DOOR

BOTTOM HUNGWINDOW

FIXED WINDOW

AS SHOWN.

TILT & SLIDE PATIO DOOR

SIDE HUNGDOOR

WINDOWSIDE HUNGTOP HUNG WINDOW



SECTION 13:4



SECTION 14:1

GENERAL INFORMATION

CONTENTS SECTION No Manufacturing Guidelines for Woodgrain 14:2 Woodgrain Welding & Venting 14:3 Storage and Working Temperatures 14:4



SECTION 14:2

WOODGRAIN DOORS

In addition to the normal guidelines for the manufacture of Eurocell uPVC doors there are other recommendations to follow when fabricating woodgrain doors. It is essential to use the correct hardware for woodgrain doors. The conventional latching or roller striker arrangements have insufficient tolerance when taking into account the linear expansion and contraction of a woodgrain door profile. LOCKS It is recommended that you use multi-point locking hooks, both for security and operational ability and tolerance. Mushroom-headed rollers are not recommended. HINGES It is suggested that fully adjustable hinges be used. REINFORCING Reinforcing should be used throughout all principal profile sections of the door. Note: It should be continuous on the lock side of the door to prevent twisting in high temperatures. The reinforcing screws should be no more than 200mm apart as this also helps to control linear expansion. For continuous reinforcing on lock side use EWS 619S punched steel with a 35mm back set lock.



SECTION 14:3

DRESSING OF A WOODGRAIN WELD

Woodgrain should be welded at 0.2mm limitation and knifed off. Also, use a sprue guard to protect and give an even finish to the joint. For internal members mechanical joints are recommended to give a traditional appearance.

VENTING It is important to ensure all woodgrained products are correctly ventilated, as due to the dark colour of the profile it can become very warm in direct sunlight. If these sections are not correctly vented the expanding warm air could stress and permanently distort the profile. This applies to all external chambers of the profile, which need to be routed in an area where it is not visible when the sash is in its closed position. In most cases the drainage and pressure equalization holes will act as ventilation. See sections 10 for windows and 11 for doors. Cills are the most susceptible product to distort, as they tend to be the most exposed part of the window. They must be ventilated as shown below at no greater than 600mm centres, as the chambers become sealed when end caps are applied.

5mm HOLE EVERY 600mmHATCHED AREA DENOTES

CILLS.VENTILATION FOR WOODGRAINED



SECTION 14:4

STORAGE AND WORKING TEMPERATURES

1. The correct storage temperature of profiles should be no lower than 15 degrees

centigrade and no higher than 25 degrees centigrade.

2. Profiles should be stored horizontal and supported at maximum 1-metre

intervals.

3. Profiles should be kept out of direct sunlight to avoid heat build up and

distortion.

4. Even though profiles are protected, care should be taken when extracting them

from storage, i.e. do not drag out of racking.



SECTION 15:1

SURVEYING AND INSTALLATION

CONTENTS SECTION No Surveying Guidelines 15:2-15:3 Distribution/Storage/Transportation 15:4 Installation Guidelines 15:5-15:9 Installation Check List 15:10



SECTION 15:2

SURVEYING AND INSTALLATION

INTRODUCTION Good surveying is essential to ensure a trouble free successful installation and to avoid costly remakes caused by incorrect measuring. When surveying it is the surveyor's responsibility to determine that the structural openings and surrounding areas are in a state of good repair and provide the correct dimensions for manufacture. It is not possible to provide full comprehensive surveying instruction to cover every eventuality, the following basic notes are for on-site surveying guidelines: - SURVEYING For all configurations of door and windows carry out the following: - MAIN POINTS: 1. Check the brickwork around the opening for any defects. 2. Check if any provision needs to be made for telephone or TV cables.

Advise the customer of these facts before proceeding. 3. Take several measurements across the opening to find the narrowest point,

having taken care to measure beyond any existing sub-frame or packing.

Deduct 10mm from this dimension to give the finished width. (5mm allowance for expansion on each side).

4. Measure the height of the opening in the same way as detailed above. 5. Take a note of any existing cill and establish if this is to be included in the

overall frame dimension (i.e. stone cill).

If the cill is to be replaced take a note of the depth of the existing reveal and determine which cill is most appropriate (i.e. 180mm, 150mm or the 85mm cill).



SECTION 15:3

6. Check the squareness of the opening - it is important that the diagonals are no more than 10mm different; if they are remedial work may need to be carried out on the brickwork to ensure the opening is square.

7. If the window is fitted deep into the reveal check to see if the extension blocks are necessary to ensure that the sash operates and is not impeded.

8. If the customer has chosen a style of window, the surveyor must check to see if the styles are suitable for the intended application. Surveyor must check: -

a) That the units are within the supplier’s specification. b) That the units are within the max/min size limitations. c) That the windows will perform as designed. d) That the windows are acceptable to the customer.

9. The responsibility for re-plastering, fitting of curtain rails, blinds or other fittings or fixtures must be discussed and agreed with customer.

BAY WINDOWS

Preliminary Checks reference Load Bearing Windows.

It must be assumed that all bay windows are load bearing unless it can be proved beyond doubt that alternative support is sufficient to carry all dead and imposed loads. Bay windows supported by structural mullions (brick, stone etc), bays with small flat roofs and oriel windows are considered non-load bearing.

The structure between and above the bay window must be carefully inspected for any cracks or defects. New lead trays may be required under first floor bays that rest on timber or stonework.

Bay windows require to be replaced along the outside line of the existing frames. Consequently, accurate measurement of the external and internal angles is essential in addition to the overall dimension. In the same way as for flat windows wherever possible the surveyor should draw a template of the base of the bay using as many dimensions as are accessible.

All bay windows must be fully reinforced due to the method of coupling the frames with bay poles or support members. If bay windows are load bearing it is recommended that bay poles be located either directly on to a galvanised steel base plate resting on stone cill or the masonry beneath the cill.

When surveying bay windows it is important that the angles are correct, particularly for the manufacture of bay cills because no alteration can be made to the configuration once on site.

The angle sections between frames can be moved, between 100 degrees and 170 degrees before final adjustments are made and fitting on site on an existing cill.



SECTION 15:4 Distribution/Storage - Transportation and Handling of Windows/Doors. Doors and windows can be transported either glazed or unglazed. Patio doors and bay windows may be supplied in separate frames and fabricated on site. It is important that when the windows/doors are in transit they are stacked in a vertical position. Take care to prevent movement and surface scratching by wedging flexible packing material between surfaces. Prior to fitting on site windows must be checked for imperfections and damage. The majority of building materials (i.e. sand, cement) will not affect the properties of the PVCu. However, solvent-based materials - Bitumen etc, which can be found on building sites, will stain white PVCu. It is recommended that PVCu windows/doors delivered in a fully fabricated state should retain the protective film as long as possible, i.e. until all building work has ceased.

Positioning of the Window The position of the window in the opening is a combination of good practices and client satisfaction and should be the subject of prior agreement with the client, or specifier on large contracts.

In general the replacement window should be as follows: - - Bridge the cavity. - Cover the DPC - Be set back as far as possible within the opening to minimise exposure to the elements.

See drawing in Section 15 Page No 6-9.

Fixing Materials

All metal fixings such as cleats, screws and bolts should be of materials and finishes intended to offer high performance corrosion resistance. It is recommended that fabricator's use the fixing cleats and screws supplied by Eurocell as they comply with the necessary standard of BS6105.



SECTION 15:5

Installation of Windows/Doors

Preparation of aperture:

A. NEW BUILD Templates should be used in apertures to avoid damage to the pre-finished EWS product until the building work has been completed (i.e. lintel correctly installed and DPC's fitted).

B. REPLACEMENT OF WINDOWS/DOORS INTO EXISTING BUILDING When replacing windows/doors attention should be paid to the checking of the surround of the aperture regarding loose brickwork and plaster.

C. GENERAL PREPARATION Before removing the existing window the replacement frame should be measured and tolerances checked against the aperture (i.e. 5mm on either side of the window). Windows should be installed plumb and square without twist, racking or distortion of any member to ensure that they operate correctly after installation.

Eurocell window frames should be manufactured accurately to the specified outer frame dimensions and have opening lights to fixed frame clearance for operational efficiency. Distortion of any frame or sash member will reduce performance and create a security risk.

The choice of fixing cleats or plastic sheathed fixing bolts is usually dependent on whether the opening is already plastered. Fixing bolts are sometimes preferred to minimise redecoration in existing houses where windows are being replaced. Both methods are suitable for new installations.

If fixing cleats is the chosen method of installation they should be attached to the outer frame starting at 150mm from the corner and thereafter at a maximum of 600mm centres. The cleats should be screwed into the mainframe in the central reinforcing chamber (see drawing below).

3000

150

900 1200 1800

600 150



SECTION 15:6 If fixing screws/bolts are to be used then fixed lights should be deglazed and holes routed through the mainframe at the same fixing distances as the cleats. Drill a hole 12mm thick through the inside face of the mainframe and then use a masonry drill of a smaller diameter suitable for plastic sleeved fixing screws, drill through the remaining PVCu wall and into the masonry approximately 50 - 75mm deep. Screw home, taking care not to over tighten. Cap the hole on the inside of the frame with a grommet. Fixing is only necessary on three sides of the window, i.e. to the top and sides. Fixing holes should never be drilled down through the bottom profile. ‘See drawing below’. Cills Cills AC180, AC150, AS85 should normally be fixed to the bottom edge of the mainframe prior to installation of the window. The fixing screws should penetrate upwards into the reinforcement section in the central chamber. The cill should be placed on to a bed of mortar or silicone sealant.



SECTION 15:7

Guidelines for Frame Installation Having decided on the preferred method of fixing offer the window into the aperture, having positioned the window so that it is both level and plumb and being held in position with wedges until the fixing into the masonry is completed. Packing can also be used around the fixing bolts to ease fitting. The new frame must be fitted at least 10mm in from the outside edge of the face of the brickwork. Care should be taken as previously stated not to over tighten screw fixings as it could result in distortion or cracking of the plastic frame. It is essential that the windows are installed true and square, check by measuring the window's diagonals after installation to ensure that no twisting has taken place. Completing of Installation Having manufactured and installed the window so that there is a 5mm gap (approx.) between mainframe and masonry, it may be necessary to insert a flexible foam strip to form a base for the silicone sealant. Ensure that all the window/wall joints are properly sealed off neatly. See drawing. Finishing work may be necessary inside the window, i.e re-plastering or a Eurocell finishing trim. Internal Eurocell window board is also recommended both for replacement and in new buildings. Fixing of accessories to the inside of the window i.e.: - curtain rails and nets etc. Screw fixing can be used into the P.V.C frame as long as it is more than 20mm away from the welded joint. High-Low threaded screws are recommended for this use. Any doubts please contact Eurocell Technical Dept.

Frames both inside and outside should be washed down to clean off any residue of building material, using household detergents. The use of solvent-based cleaners is not recommended



SECTION 15:8

SEALANT

OPTIONAL TRIMOR SUITABLE

ADDITIONAL D.P.C.(IF REQUIRED)

EXISTING D.P.C.

OR SUITABLESEALANTP.V.C CAVITY CLOSURE

OPEN CAVITY

MIN

IMU

M10

MM

OPTIONAL TRIM

OR SUITABLESEALANT

SEALANT

D.P.C.

CLOSED CAVITY

10M

M

MIN

IMU

M

NEW D.P.C. ONLY REQUIRED IFONE WAS FITTED ORIGINALLYAND HAS BEEN DAMAGED INREMOVING THE OLD WINDOW.

OR SUITABLEOPTIONAL TRIM

OPTIONAL TRIM

EXAMPLES OF FRAME POSITIONING



SECTION 15:9

EXAMPLES OF FRAME WEATHERSEALING

A: JOINT WIDTH LESS THAN 6MM.

JOIN

T W

IDTH

JOIN

T W

IDTH

COVER TRIM

PACKERS AT FIXING

FOAM STRIP

B: JOINT WIDTH 6MM TO 15MM.

C: JOINT WIDTH OVER 15MM.

JOIN

T W

IDTH

SILICONE SEALANT

SILICONE SEALANT



SECTION 16:1

SERVICE AND MAINTENANCE

CONTENTS SECTION No Service and Maintenance of Casement Windows 16:2 Service and Maintenance of Tilt and Turn Windows 16:2 Service and Maintenance of Doors 16:3



SECTION 16:2

SERVICE AND MAINTENANCE

MAINTENANCE AND LUBRICATION (OPEN OUT WINDOWS) To attain optimum performance, the hinges will require periodical maintenance and lubrication. The hinges, pivots, sliding shoe and tracks should be kept free from dirt, debris and obstruction at all times. At the time of installation all pivot points should be lubricated with light machine oil, taking care to wipe away excess. Annually, clean away dirt from hinges and apply lubrication as above. Check the tightness and security of all fixing screws and rivets. HANDLES: Clean and lightly oil external moving parts annually.

CLEANING FRAMES: To remove atmospheric grime clean regularly with soap and water. Check drain holes are free from obstruction. If blocked, remove obstruction and wash thoroughly with water to ensure correct drainage.

MASTIC SEAL: Check for any signs of cracking - if found remove and replace with new.

ESPAGNOLETTE: Keep sliding mechanisms free from dirt and lubricate annually. To achieve optimum weathering performance, adjust the locking cams by using a 4mm Allen key. SERVICE AND MAINTENANCE OF TILT AND TURN WINDOWS

HANDLES: Clean and lightly oil external moving parts annually.

CLEANING FRAMES: To remove atmospheric grime clean every four months with soap and water. Check drain holes are free from obstruction. If blocked, remove obstruction and wash thoroughly with water to ensure correct drainage.

MASTIC SEAL: Check for any signs of cracking - if found remove and replace with new.

MAINTENANCE AND LUBRICATION: To attain optimum performance, hinges and loading points should be kept free from dirt and will require annual lubrication.

ADJUSTMENT: The casement can be adjusted vertically at the bottom hinge and horizontally at the top hinge. To achieve optimum weathering performance, adjust the locking cams by using a 4mm Allen key.



SECTION 16:3

SERVICE AND MAINTENANCE OF RESIDENTIAL DOORS ADJUSTMENT OF CENTRE LATCH AND LOCK: Adjust latch plate pressure on spring latch by adjustment of keep. To achieve optimum weathering performance and acceptable handle operation, locking cams can be adjusted by using a flat bladed screwdriver. LOCK LUBRICATION: Clean and lightly grease external moving parts and frame keeps annually. HINGE LUBRICATION: Clean and lightly oil hinge pins annually. If open out lubricate hinge pins every six months. LETTER BOX LUBRICATION: Lightly oil springs on inside and outside flaps annually. HANDLES: Clean and lightly oil external moving parts annually. CLEANING FRAMES: To remove atmospheric grime clean every four months with soap and water. Check drain holes are free from obstruction. If blocked, remove obstruction and wash thoroughly with water to ensure correct drainage. MASTIC SEAL: Check for any signs of cracking - if found remove and replace with new. CYLINDER: Do not attempt to lubricate locking cylinder.



SECTION 17:1

MAXIMUM BUCKLING WEIGHTS

CONTENTS SECTION No

EWS 513A BAY POLE MAXIMUM BUCKLING WEIGHT CHART 17:2 EWS 514A SQUARE BAY POST MAXIMUM BUCKLING WEIGHT CHART 17:2 EWS 516A 150° POST MAXIMUM BUCKLING WEIGHT CHART 17:3 EWS 517A 135° POST MAXIMUM BUCKLING WEIGHT CHART 17:3 EWS 510A BUTT JOINT MAXIMUM BUCKLING WEIGHT CHART 17:4



SECTION 17:2

Please note that these figures serve as guidance only and are calculated in accordance with " The BPF/GGF

Code of Practice for the Survey and Installation of White High Impact uPVC Windows Issue 2 ". Eurocell Profiles Limited will not therefore be held responsible for any discrepancies. If in doubt we strongly recommend that you seek the advice of a qualified structural engineer.

EWS 513 BUCKLING WEIGHT CHART

0.00

0.50

1.00

1.50

2.00

800

1000 120

0140

0160

0180

020

0022

0024

00

LENGTH IN mmM

AX

BU

CKL

ING

WEI

GH

TIN

TO

NN

ES

ANCHORED

UN-ANCHORED


0

0.5

1

1.5

2

2.5

3

800

1000 120

0140

0160

018

0020

0022

0024

0026

0028

0030

0032

00

LENGTH IN mm

MA

X B

UC

KLIN

G W

EIG

HT

IN

TON

NES ANCHORED

UNANCHORED



SECTION 17:3


0

0.5

1

1.5

2

2.5

3

800

900

1000 110

0120

0130

0140

0150

0160

0170

018

00 1900

2000 210

022

00

LENGTH IN mm

MA

X B

UC

KLIN

G W

EIG

HT

IN T

ON

NES

ANCHORED

UNANCHORED


0

0.5

1

1.5

2

2.5

3

3.5

800

1000

1200

1400

1600

1800

2000

2200

2400

2600

2800

LENGTH IN mm

MA

X B

UC

KLIN

G W

EIG

HT

IN T

ON

NES

ANCHORED

UNANCHORED

Please note that these figures serve as guidance only and are calculated in accordance with " The BPF/GGF Code of Practice for the Survey and Installation of White High Impact uPVC Windows Issue 2 ". Eurocell Profiles Limited will not therefore be held responsible for any discrepancies. If in doubt we strongly recommend that you seek the advice of a qualified structural engineer.



SECTION 17:4


0

0.5

1

1.5

2

2.5

3

3.5

100 200 300 400 500 600 700 800 900 1000 1100

LENGTH IN mm

MA

X B

UC

KLIN

G W

EIG

HT

IN T

ON

NES

ANCHORED

UNANCHORED

Please note that these figures serve as guidance only and are calculated in accordance with " The BPF/GGF Code of Practice for the Survey and Installation of White High Impact uPVC Windows Issue 2 ". Eurocell Profiles Limited will not therefore be held responsible for any discrepancies. If in doubt we strongly recommend that you seek the advice of a qualified structural engineer.



SECTION 18:1

TRAINING OF FABRICATORS

CONTENTS SECTION No Training of Fabricators 17:2



SECTION 18:2

TRAINING OF FABRICATORS

Prior to assembly and installation of the Eurocell Window System by the fabricators, Key personnel will be instructed as to the use and function ability of the suite of profiles. Training will be undertaken by Eurocell Technical Engineers who will provide an extensive induction training course at the fabricator's premises. Training forms are provided and endorsed by the fabricators and the Eurocell technical engineers and signify that the appropriate training has been duly undertaken and understood. Should additional technical assistance be requested by fabricators facilities are available at Eurocell to meet these requirements. An on-going back-up facility is available upon request.



SECTION 19:1

UPDATES

CONTENTS SECTION No

eurologik chamfered and ovolo 70mm window and door system

Documents