400 Narrowline Technical Manual_2013!07!31

This Technical Manual contains Capral priviledged information and is subject to Copyright

Index - Page 1

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Index

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TECHNICAL MANUAL HISTORY History.. Manual History 1

FEATURES & BENEFITS Section 1.. Features & Benefits 1

PRODUCT SPECIFICATIONS Section 2.. Product Specifications 1

PRODUCT SPECIFICATIONS Section 2a.. Structural & Water Test Report Summary 9962S3A F.F / F 1 Structural & Water Test Report Summary 9962S3B F.F / F 2 Structural & Water Test Report Summary C011-010 F.F 3 Structural & Water Test Report Summary C011-010A F.F 4 Structural & Water Test Report Summary C011-012 F.F 5 Structural & Water Test Report Summary C011-013 F.F 6 Structural & Water Test Report Summary C011-019 F.F 7 Structural & Water Test Report Summary C011-020 F.F 8 Structural & Water Test Report Summary C011-021 F.F 9 Structural & Water Test Report Summary C011-022 F.F 10 Structural & Water Test Report Summary C011-030 F/F 11 Structural & Water Test Report Summary C011-031 F/F 12 Structural & Water Test Report Summary C011-032 F/F 13 Structural & Water Test Report Summary C011-046 F/F 14 Structural & Water Test Report Summary C011-047 F/F 15 Structural & Water Test Report Summary C011-048 F/F 16 Structural & Water Test Report Summary C011-049 F/F 17 Structural & Water Test Report Summary C011-052 F.F 18 Structural & Water Test Report Summary C011-054 F.F 19 Structural & Water Test Report Summary C011-055 F.F 20 Structural & Water Test Report Summary C011-056 F.F 21 Structural & Water Test Report Summary C013-004 F.F 22 Structural & Water Test Report Summary C013-007 F.F 23 Structural & Water Test Report Summary C013-008 F.F 24 Structural & Water Test Report Summary C013-013 F.F 25 Structural & Water Test Report Summary C013-024 F.F 26 Structural & Water Test Report Summary C013-029 F.F 27 Structural & Water Test Report Summary C013-032 F.F 28 Structural & Water Test Report Summary C013-033 F.F 29 Structural & Water Test Report Summary C013-034 F.F 30

PRODUCT SPECIFICATIONS Section 2bb. Acoustic Test Report Summary ATF 1152 & ATF 1153 F.F / F 1 Acoustic Test Report Summary 4870-25 & 4870-16 F.F 2

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Index

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PRODUCT SPECIFICATIONS Section 2c.. Span Table - Light Mullion EN9457 / EN9499 1 Span Table - Medium Mullion EN5010 / EN9499 2 Span Table - Heavy Mullion EN5011 / EN9499 3 Span Table Light Split Mullion EP5408 / EP5408 4 Span Table - Medium Split Mullion EP5408 / EP5409 5 Span Table - Heavy Split Mullion EP5409 / EP5409 6 Span Table - Corner Mullion EN9499 / EN5014 / EN9499 7 Span Table Tubular Transom EN5021 8 Span Table 2 Piece Transom EN5020 / EN9499 9 Maximum Glass Thickness Table Tubular Transom EN5021 10 Maximum Glass Thickness Table 2 Piece Transom EN5020 / EN9499 11

EXTRUSIONS Section 3.. Extrusions 1 - 6 Extrusion Data 7

COMPONENTS Section 4.. Components 1

CONFIGURATIONS Section 5.. Configurations 1

ARRANGEMENT DETAILS Section 6.. Vertical Arrangement 01, 02 & 03 Head, Transoms & Sill 1 Vertical Arrangement 02 & 03 - Internal Glazing 2 Horizontal Arrangement 04 & 05 Jamb & Mullions 3 Horizontal Arrangement 04, 06 & 08 Alt. Jamb & Self Mating Mullions 4 Horizontal Arrangement 07 2/3 Way Post Mullion & Corner 5 Arrangement Interior Glazed Partition 6

GLAZING DETAILS Section 7.. Glazing Details 1

CUTTING FORMULAS & BOMs Section 8.. Refer to arrangements (Section 6) for dimensions

ASSEMBLY DETAILS Section 9.. Assembly Head 1 Assembly Sill & Internally Glazed Sill 2 Assembly Mullion & Transom 3 Assembly Build In Brackets 4 Assembly Glazing 5

MACHINING DETAILS Section 10.. Machining Jambs 1 Machining Jambs (Internal Glazing) 2 Machining Sill Drainage 3 Machining Tubular Transom Drainage 4 Machining Bead Drainage 5


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Index

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DISCLAIMER ..

Whilst every effort has been made to ensure the technical details contained herein are accurate and correct, Capral can take no responsibility for any loss or damage whatsoever arising as a result of any errors contained in this manual. Also, interpretation of standards or codes within this manual is Caprals interpretation of such codes. Responsibility for code compliance remains with the user of this manual. In some cases product dimensions may vary or be changed without notice. Capral assumes no duty of care in respect of any drawings or information contained in this manual. Readers should not act or rely upon any information contained in this manual without obtaining appropriate professional advice relating to their particular circumstances. Capral disclaims all liability for loss of damage suffered by any party who acts or fails to actin reliance of this manual.

COPYRIGHT ..

This technical manual remains the property of Capral and contains privileged information which is the subject of copyright and the manual or any part thereof may not be reproduced, copied or loaned in any form without the written permission of Capral. Issue of this manual is conditional on signed acknowledgment of these conditions. This manual is to be returned to Capral when requested.

CAPRAL GENERAL WARRANTY ..

No warranty, condition or term applies to the supply by Capral of products and their components manufactured by it unless it is set out in this Condition or is implied by law and cannot be excluded.

If any term is implied into this Condition by law, and it would be illegal for Capral to exclude it, then so far as the law allows,the liability of Capral for breach of that term is limited to the cost of repair or replacement (at Capral's option) of any product or component manufactured by it that Capral determines is defective in materials under normal use and service. Capral is not liable for any other direct or indirect cost, loss or damage to person or property, or for any consequential losses, including cartage and installation.

While any product or component is in the custody of Capral for investigation or repair it will be at the risk of the purchaser and Capral or its employees or agents will not be liable for any damage to it.

Capral is not liable to the purchaser unless the purchaser notifies Capral in writing immediately on it becoming aware of the alleged defect, and in any event no later than 30 days after the date of delivery.

Capral is not liable for any product or component that is not manufactured by it, but Capral will use its reasonable endeavors to obtain for the purchaser the benefit of any applicable manufacturers warranty.


Manual History - Page 1

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Technical Manual History

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The table below is a record of this manuals history. Any changes or additions to this manual are listed below.

DATE DESCRIPTION DESTROY PAGES INSERT PAGES 01-08-2013 New Manual Released - -


Section 1 - Page 1

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Features & Benefits

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__________________________________________________________________________________________

101.6mm x 44mm Frame

Single Glazed Options (up to 10mm)

Externally or internally center glazed frame

Exclusively designed components to improve the systems performance and function

NATA tested to Australian Standards (AS2047-1999)

Max Tested Serviceability Limit State (SLS) Pressures up to 5,200 Pa*

Max Tested Ultimate Limit State (ULS) Pressures up to 10,300 Pa*

Max Tested Water Performance up to 1,500Pa*

Window Energy Rating Scheme (WERS) data available; www.wers.net

Acoustic Sound Insulation Rating (Rw (C;Ctr)) up to 37 (-1;-3)*

Compatible with 425 Double Glazed Narrowline 200 & 275 Series Doors 900 Sliding Door Artisan Folding Doors Genesis 400 Series 35 & 50 Series Windows 471 Double Hung Window 480 Sliding Window 950 Sliding Widow Euro Tilt & Turn Window Euro Awning / Casement Window 400 Louvre Adaptor

* Refer to Section 2 for specific details and limitations


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Product Specifications

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SIZE LIMITATIONS

Mullion Height Mullion Spacing Minimum: 600mm Minimum: 300mm Maximum: 4000mm Maximum: 2400mm

Transom Width Transom Spacing Minimum: 300mm Minimum: 300mm Maximum: 3000mm Maximum: 1500mm

NOTE: Refer to the information below & Span Tables to check the maximum sizes that can be achieved for the assigned performance requirements of the installation.

SERVICEABILITY PRESSURE & WATER PERFORMANCE Residential (L/180) & Commercial (L/250) Applications: The Serviceability Pressures listed in the Span Tables have not been limited by a water performance.Where water performance is necessary the product should be limited to the following maximum water ratings or serviceability pressures:

Configuration Sill Transom Max. Water Rating (Pa) Max. Serviceability

Pressure (Pa) (Max. Water Rating / 30%)

F.F / F (Roll in Wedges) EN5020 / EN5032 EN9499 / EN5020 / EN5032 1000 3333

F.F / F (Silicone Glazed) EN5020 / EN5032 EN9499 / EN5020 / EN5032 1000 3333

F.F(Roll in Wedges)

EN5032 / EN5020 N/A 920 3067 EN5032 / EN5020

(Internal Bead) N/A 900 3000 F.F

(Silicone Glazed) EN5032 / EN5020 N/A 1510 5033

F/F(Roll in Wedges)

EN5020 / EN5032 (Internal Bead)

EN5021 / EN5032 (Internal Bead) 913 3043

EN5020 / EN5032 EN5020 / EN9499 / EN5032 300 1000 F/F

(Silicone Glazed)

EN5020 / EN5032 (Internal Bead)

EN5021 / EN5032 (Internal Bead) 1521 5070

EN5020 / EN5032 EN5020 / EN9499 / EN5032 1513 5043

Note: The use of a standard Subsill has been assumed for the Water Performance Ratings listed above.


Section 2a - Page 1

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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: 9962S3A Performed by: Ian Bennie & Associates Test Laboratory, Victoria December, 1999 Test Drawing Number: 400-001

Configuration: F.F / F Glass: 6mm Clear Float

Bead / Glazing: External Bead / Roll in Wedges

Approved to Standard: AS4420-1996 (as called up by AS2047-1999)

AIR INFILTRATION RESULTS: 0.04L/s.m2 @ 75Pa Positive Test Pressure Achieved Air Conditioned Rating 0.04L/s.m2 @ 75Pa Negative Test Pressure

WATER PENETRATION RESULTS: Sill: EN6523 / EN5020 / EN5032 1000Pa Pressure for a period of 15mins Transom: EN9499 / EN5020 / EN5032

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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: 9962S3B Performed by: Ian Bennie & Associates Test Laboratory, Victoria December, 1999 Test Drawing Number: 400-002

Configuration: F.F / F Glass: 6mm Clear Float

Bead / Glazing: External Bead / Silicone Seal




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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: C011-010 Performed by: Capral Mechanical Test Laboratory, Victoria April, 2011 Test Drawing Number: 31-440

Configuration: F.F

Glass: 10.38mm Laminate Bead / Glazing: External Bead / Silicone Seal


DEFLECTION TEST RESULTS: + Test Pressure - Test Pressure

Mullion Configuration: EN9457 / EN9499 2704Pa 2710Pa (1735mm Span) (Span/261) (Span/271)


WATER PENETRATION RESULTS: Sill: EN5032 / EN5020 / EN6523 1511Pa Pressure for a period of 15mins

ULTIMATE STRENGTH RESULTS: + Test Pressure - Test Pressure

5000Pa 5026Pa

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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: C011-010A Performed by: Capral Mechanical Test Laboratory, Victoria April, 2011 Test Drawing Number: 31-441

Configuration: F.F

Glass: 10.38mm Laminate Bead / Glazing: External Bead / Roll in Wedges







3554Pa 3512Pa


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Test Report Summary

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Configuration: F.F

Glass: 10.38mm Laminate Bead / Glazing: External Bead / Roll in Wedges







5029Pa 4211Pa

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Test Report Summary

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Configuration: F.F

Glass: 10.38mm Laminate Bead / Glazing: External Bead / Captive Wedge (inside) / Roll in Wedge (outside)





WATER PENETRATION RESULTS: Sill: EN5032 / EN5020 901Pa Pressure for a period of 15mins


4488Pa 4495Pa


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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: C011-019 Performed by: Capral Mechanical Test Laboratory, Victoria May, 2011 Test Drawing Number: 31-456

Configuration: F.F Glass: 8mm Toughened

Bead / Glazing: External Bead / Silicone Seal



Mullion: EN5014 / EN9499 / EN9499 / EK5925 4205Pa 4202Pa (2064mm Span) (Span/287) (Span/258)


WATER PENETRATION RESULTS: Sill : EN5032 / EN5020 / EN6523 1512Pa Pressure for a period of 15mins


7241Pa 7518Pa

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Test Report Summary

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Configuration: F.F

Glass: 10.38mm Laminate Bead / Glazing: Internal Bead / Roll in Wedges



Mullion: EP5408 / EP5408 2902Pa 2922Pa (2064mm Span) (Span/256) (Span/268)


WATER PENETRATION RESULTS: Sill: EN5032 / EN5020 / EN6523 899Pa Pressure for a period of 15mins (Internal Bead)


4572Pa 4564Pa


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Test Report Summary

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Configuration: F.F

Glass: 10.38mm Laminate Bead / Glazing: External Bead / Silicone Seal







8606Pa 8677Pa

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Test Report Summary

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Configuration: F.F

Glass: 8mm Toughened Bead / Glazing: External Bead / Silicone Seal







10367Pa 10393Pa



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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: C011-030 Performed by: Capral Mechanical Test Laboratory, Victoria August, 2011 Test Drawing Number: 31-469

Configuration: F/F

Glass: 8.38mm Laminated Bead / Glazing: Internal Bead / Captive Wedge (outside) / Roll in Wedge (inside)



Transom: EN5032 / EN5021 2763Pa 2744Pa (1440mm Span) (Span/367) (Span/360)


WATER PENETRATION RESULTS: Sill: EN5032 / EN5020 / EN5693 913Pa Pressure for a period of 15mins Transom: EN5032 / EN5021


2763Pa 3409Pa



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Test Report Summary

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Configuration: F/F

Glass: 8.38mm Laminated Bead / Glazing: Internal Bead / Silicone Seal



WATER PENETRATION RESULTS: Sill: EN5032 / EN5020 / EN5693 1521Pa Pressure for a period of 15mins Transom: EN5032 / EN5021


4242Pa 4255Pa



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Test Report Summary

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Configuration: F/F

Glass: 8.38mm Laminated Bead / Glazing: External Bead / Silicone Seal



Transom: EN5032 / EN5020 / EN9499 3035Pa 3057Pa (1430mm Span) (Span/366) (Span/386)




4901Pa 3057Pa



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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: C011-046 Performed by: Capral Mechanical Test Laboratory, Victoria November, 2011 Test Drawing Number: 31-504

Configuration: F/F

Glass: 6.38mm Laminated Bead / Glazing: External Bead / Roll In Wedges



Transom: EN5021 / EN5032 600Pa 606Pa (2900mm Span) (Span/191) (Span/196)


WATER PENETRATION RESULTS: Sill : EN5032 / EN5020 / EN5693 300Pa Pressure for a period of 15mins Transom : EN5021 / EN5032


855Pa 836Pa



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Test Report Summary

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Configuration: F/F

Glass: 6.38mm Laminated Bead / Glazing: External Bead / Silicone Seal



Transom : EN5021 / EN5032 703Pa 712Pa (2900mm Span) (Span/163) (Span/172)


WATER PENETRATION RESULTS: Sill : EN5032 / EN5020 / EN5693 449Pa Pressure for a period of 15mins Transom : EN5021 / EN5032


1217Pa 1217Pa



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Test Report Summary

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Configuration: F/F

Glass: 6.38mm Laminated Bead / Glazing: Internal Bead / Roll In Wedges



Transom : EN5020 / EN9499 / EN5032 695Pa 697Pa (2930mm Span) (Span/211) (Span/210)


WATER PENETRATION RESULTS: Sill : EN5032 / EN5020 / EN5693 302Pa Pressure for a period of 15mins Transom : EN5020 / EN9499 / EN5032


1038Pa 1032Pa



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Test Report Summary

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Configuration: F/F

Glass: 6.38mm Laminated Bead / Glazing: Internal Bead / Silicone Seal



Transom : EN5020 / EN9499 / EN5032 715Pa 706Pa (2930mm Span) (Span/198) (Span/215)


WATER PENETRATION RESULTS: Sill : EN5032 / EN5020 / EN5693 463Pa Pressure for a period of 15mins Transom : EN5020 / EN9499 / EN5032


1862Pa 1878Pa



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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: C011-052 Performed by: Capral Mechanical Test Laboratory, Victoria December, 2011 Test Drawing Number: 31-512

Configuration: F.F Glass: 8.38mm Laminated

Bead / Glazing: External Bead / Roll In Wedges



Mullion : EP5408 / EP5408 501Pa 501Pa (2950mm Span) (Span/254) (Span/278)




1126Pa 1113Pa



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Test Report Summary

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Mullion : EN9457 / EN9499 611Pa 701Pa (2675mm Span) (Span/167) (Span/167)




1010Pa 1019Pa



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Test Report Summary

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1122Pa 1124Pa



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Test Report Summary

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1257Pa 1087Pa



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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: C013-004 Performed by: Capral Mechanical Test Laboratory, Victoria February, 2013 Test Drawing Number: 31-618

Configuration: F.F

Glass: 8mm Toughened Bead / Glazing: External Bead / Captive Wedge (inside) / Roll in Wedge (outside)





WATER PENETRATION RESULTS: Sill : EP12761 / EN5020 / EN5693 906Pa Pressure for a period of 15mins


9246Pa 9272Pa



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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: C013-007 Performed by: Capral Mechanical Test Laboratory, Victoria February, 2013 Test Drawing Number: 31-623

Configuration: F.F








7507Pa 7505Pa



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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: C013-008 Performed by: Capral Mechanical Test Laboratory, Victoria March, 2013 Test Drawing Number: 31-624

Configuration: F.F






5359Pa 5365Pa



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Test Report Summary

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Configuration: F.F

Glass: 10.38mm Laminated Bead / Glazing: External Bead / Captive Wedge (inside) / Roll in Wedge (outside)







5559Pa 5548Pa



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Test Report Summary

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Configuration: F.F

Glass: 10.38mm Laminated Bead / Glazing: External Bead / Captive Wedge (inside) / Roll in Wedge (outside)





4905Pa 4905Pa



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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: C013-029 Performed by: Capral Mechanical Test Laboratory, Victoria June, 2013 Test Drawing Number: 31-647


Bead / Glazing: External Bead / Captive Wedge (inside) / Roll in Wedge (outside)







1252Pa 1250Pa



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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: C013-032 Performed by: Capral Mechanical Test Laboratory, Victoria June, 2013 Test Drawing Number: 31-652





Mullion : EN9499 / EN5014 / EN9499 705Pa 703Pa (3455mm Span) (Span/179) (Span/179)




1208Pa 1212Pa



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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: C013-033 Performed by: Capral Mechanical Test Laboratory, Victoria July, 2013 Test Drawing Number: 31-651









1483Pa 1475Pa



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Test Report Summary

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STRUCTURAL & WATER - TEST REPORT NUMBER: C013-034 Performed by: Capral Mechanical Test Laboratory, Victoria July, 2013 Test Drawing Number: 31-653







1164Pa 1162Pa


Section 2b - Page 1

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Test Report Summary

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ACOUSTIC Performed by: Australian Hearing National Acoustic Laboratories, New South Wales October, 2001

Configuration: F.F / F

Approved to Standard: AS1191-2002

TEST REPORT NUMBER: ATF1152 Test Drawing Number: TA400-001

TEST SAMPLE DETAILS: Glass: 6.38mm Laminated Glass Glazing Wedge: M027142 (300013) 5mm Gap Glazing Wedge Backing Seal: M027403 (300841) Small Bulb Seal

SOUND TRANSMISSION CLASS: STC: 32

SOUND INSULATION RATING: Rw (C;Ctr): 32 (-1; -2)

TEST REPORT NUMBER: ATF1153 Test Drawing Number: TA400-002

TEST SAMPLE DETAILS: Glass: 10.38mm Laminated Glass Glazing Wedge: M027101 (300001) 3mm Gap Glazing Wedge Backing Seal: M027403 (300841) Small Bulb Seal

SOUND TRANSMISSION CLASS: STC: 34


Section 2b - Page 2


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Test Report Summary

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ACOUSTIC Performed by: Australian Hearing National Acoustic Laboratories, New South Wales October, 2012

Configuration: F.F

Approved to Standard: AS1191-2002

TEST REPORT NUMBER: 4870-25 Test Drawing Number: 31-595

TEST SAMPLE DETAILS: Glass: 6.5mm Hush Laminated Glazing Wedge: 300013 5mm Gap Glazing Wedge; 315788 5mm Gap Captive Wedge Frame Seal: 316051 Mullion Seal


TEST REPORT NUMBER: 4870-16 Test Drawing Number: 31-595

TEST SAMPLE DETAILS: Glass: 10.5mm Hush Laminated Glazing Wedge: 300001 3mm Gap Glazing Wedge; 315787 3mm Gap Captive Wedge Frame Seal: 316051 Mullion Seal



Section 2c - Page 1

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Span Table

Note:

S (L/250) 0.966 0.657 0.507 0.421 - - -S (L/180) 1.342 0.913 0.705 0.585 0.511 0.464 0.434S (L/150) 1.611 1.096 0.846 0.702 0.613 0.557 0.521

U 2.344 1.589 1.221 1.009 0.876 0.790 0.735S (L/250) 1.191 0.813 0.630 0.527 0.463 0.424 -S (L/180) 1.655 1.129 0.875 0.731 0.643 0.589 0.558S (L/150) 1.986 1.355 1.050 0.878 0.772 0.707 0.670

U 2.696 1.833 1.414 1.174 1.026 0.933 0.879S (L/250) 1.493 1.022 0.797 0.671 0.596 0.552 0.531S (L/180) 2.073 1.420 1.107 0.932 0.827 0.767 0.737S (L/150) 2.488 1.704 1.328 1.118 0.993 0.920 0.884

U 3.134 2.138 1.657 1.385 1.221 1.124 * 1.075 *S (L/250) 1.905 1.311 1.029 0.874 0.786 0.740 0.726S (L/180) 2.645 1.821 1.429 1.214 1.092 1.028 1.008 *S (L/150) 3.175 2.185 1.715 1.457 1.310 1.233 * 1.209 *

U 3.690 2.527 1.971 1.662 1.482 1.386 * 1.355 *S (L/250) 2.485 1.721 1.363 1.172 1.072 1.030 1.028 *S (L/180) 3.451 2.390 1.893 1.628 1.488 1.431 * 1.427 *S (L/150) 4.000 2.868 2.272 1.954 1.786 1.717 * 1.713 *

U 4.409 3.036 2.387 2.035 1.845 * 1.764 * 1.759 *S (L/250) 3.328 2.324 1.863 1.630 1.524 1.505 * 1.505 *S (L/180) 4.000 3.228 2.588 2.264 2.116 * 2.090 * 2.090 *S (L/150) 4.000 3.720 2.956 2.561 2.376 * 2.341 * 2.341 *

U 5.364 3.720 2.956 2.561 2.376 * 2.341 * 2.341 *S (L/250) 4.000 3.252 2.652 2.375 2.293 * 2.293 * 2.293 *S (L/180) 4.000 4.000 3.683 * 3.299 * 3.185 * 3.185 * 3.185 *S (L/150) 4.000 4.000 3.770 * 3.343 * 3.212 * 3.212 * 3.212 *

U 5.500 4.671 * 3.770 * 3.343 * 3.212 * 3.212 * 3.212 *600 900 1200 1500 1800 2100 2400

A maximum stress level of 110MPa has been applied when generating this table.

LEGEND: S = Serviceability Pressure, U = Ultimate Pressure

NOTE: This table is based on a combination of approved AS2047 testing data and theoretical section properties.

LIGHT MULLION 1 - EN9457 / EN9499

Mullion Height (mm)

Mullion Spacing (mm)

2400

1800

3000

Serviceability pressures for L/150 applications have been limited to a maximum Serviceability Pressure of 4000Pa.

2800

2000

2600

2200

Maximum Design Pressure (kPa)

Serviceability pressures for L/180 & L/250 applications have not been limited by water performance. Where water performance is necessary, refer to Product Specifications page.

* Indicates the "Braced Bead" (EP12761) should be used.

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Section 2c - Page 2


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Span Table

Note:

S (L/250) 0.804 0.545 0.419 - - - -S (L/180) 1.117 0.757 0.582 0.480 0.415 - -S (L/150) 1.340 0.909 0.698 0.576 0.499 0.448 0.414

U 2.150 1.454 1.112 0.914 0.787 0.702 0.645S (L/250) 1.021 0.694 0.535 0.444 - - -S (L/180) 1.418 0.964 0.743 0.617 0.538 0.487 0.455S (L/150) 1.702 1.157 0.892 0.740 0.645 0.584 0.546

U 2.522 1.709 1.312 1.083 0.939 0.845 0.784S (L/250) 1.324 0.903 0.700 0.585 0.515 0.471 0.446S (L/180) 1.838 1.254 0.972 0.812 0.715 0.655 0.620S (L/150) 2.206 1.505 1.167 0.975 0.858 0.786 0.744

U 3.000 2.040 1.573 1.307 1.142 1.039 0.978S (L/250) 1.759 1.206 0.942 0.794 0.707 0.658 0.635S (L/180) 2.443 1.675 1.308 1.103 0.982 0.914 0.882S (L/150) 2.932 2.010 1.569 1.324 1.179 1.096 1.059 *

U 3.629 2.477 1.923 1.610 1.424 1.315 * 1.263 *S (L/250) 2.409 1.663 1.311 1.120 1.015 0.965 0.956S (L/180) 3.346 2.310 1.821 1.556 1.409 1.340 * 1.327 *S (L/150) 4.000 2.772 2.185 1.867 1.691 1.608 * 1.593 *

U 4.479 3.076 2.407 2.040 1.834 * 1.732 * 1.713 *S (L/250) 3.427 2.388 1.908 1.661 1.543 1.514 * 1.514 *S (L/180) 4.000 3.316 2.650 2.307 2.143 * 2.103 * 2.103 *S (L/150) 4.000 3.926 3.111 2.683 2.472 * 2.419 * 2.419 *

U 5.500 3.926 3.111 2.683 2.472 * 2.419 * 2.419 *S (L/250) 4.000 3.613 2.946 2.638 2.547 * 2.547 * 2.547 *S (L/180) 4.000 4.000 4.000 * 3.664 * 3.538 * 3.538 * 3.538 *S (L/150) 4.000 4.000 4.000 * 3.720 * 3.574 * 3.574 * 3.574 *

U 5.500 5.198 * 4.195 * 3.720 * 3.574 * 3.574 * 3.574 *600 900 1200 1500 1800 2100 2400







Mullion Height (mm)


2550

1800

3300


3050

2050

2800

2300


01-08-2013


Section 2c - Page 3

400 Narrowline

Span Table

Note:

S (L/250) 0.756 0.511 - - - - -S (L/180) 1.050 0.710 0.544 0.447 - - -S (L/150) 1.260 0.852 0.653 0.537 0.463 0.413 -

U 2.142 1.446 1.104 0.904 0.775 0.689 -S (L/250) 0.946 0.642 0.493 - - - -S (L/180) 1.314 0.891 0.685 0.565 0.490 0.441 -S (L/150) 1.576 1.069 0.822 0.679 0.588 0.529 0.490

U 2.488 1.683 1.288 1.059 0.913 0.816 0.752S (L/250) 1.205 0.820 0.633 0.526 0.459 0.417 -S (L/180) 1.674 1.139 0.879 0.730 0.638 0.579 0.542S (L/150) 2.009 1.367 1.055 0.876 0.765 0.694 0.650

U 2.926 1.984 1.525 1.260 1.093 0.986 0.917S (L/250) 1.570 1.072 0.832 0.696 0.614 0.564 0.536S (L/180) 2.180 1.489 1.156 0.967 0.853 0.783 0.744S (L/150) 2.616 1.787 1.387 1.161 1.023 0.940 0.893

U 3.491 2.375 1.834 1.525 1.336 1.218 * 1.151 *S (L/250) 2.098 1.440 1.126 0.952 0.850 0.794 0.770S (L/180) 2.914 2.000 1.564 1.322 1.181 1.103 * 1.070 *S (L/150) 3.496 2.400 1.877 1.587 1.417 1.323 * 1.284 *

U 4.238 2.896 2.251 1.889 1.675 1.553 * 1.500 *S (L/250) 2.894 2.001 1.581 1.355 1.233 1.178 * 1.172 *S (L/180) 4.000 2.779 2.195 1.882 1.712 1.636 * 1.627 *S (L/150) 4.000 3.334 2.634 2.258 2.054 * 1.964 * 1.953 *

U 5.256 3.614 2.835 2.410 2.174 * 2.066 * 2.053 *S (L/250) 4.000 2.899 2.324 2.033 1.900 * 1.877 * 1.877 *S (L/180) 4.000 4.000 3.228 2.824 * 2.639 * 2.606 * 2.606 *S (L/150) 4.000 4.000 3.690 * 3.198 * 2.966 * 2.923 * 2.923 *

U 5.500 4.643 * 3.690 * 3.198 * 2.966 * 2.923 * 2.923 *600 900 1200 1500 1800 2100 2400



Mullion Height (mm)


2750

2000

3500


3250

2250

3000

2500






01-08-2013

Section 2c - Page 4


400 Narrowline

Span Table

Note:

S (L/250) 0.981 0.664 0.508 0.418 - - -S (L/180) 1.362 0.922 0.706 0.580 0.500 0.447 0.410S (L/150) 1.635 1.106 0.847 0.696 0.600 0.536 0.492

U 2.715 1.833 1.399 1.146 0.983 0.873 0.797S (L/250) 1.227 0.832 0.640 0.528 0.458 0.412 -S (L/180) 1.705 1.156 0.888 0.734 0.636 0.572 0.530S (L/150) 2.045 1.387 1.066 0.881 0.763 0.686 0.635

U 3.154 2.133 1.633 1.343 1.158 1.035 0.953S (L/250) 1.564 1.064 0.821 0.682 0.596 0.541 0.506S (L/180) 2.172 1.478 1.141 0.947 0.827 0.751 0.703S (L/150) 2.607 1.773 1.369 1.137 0.993 0.901 0.843

U 3.709 2.515 1.933 1.597 1.386 1.250 * 1.163 *S (L/250) 2.037 1.391 1.080 0.904 0.797 0.732 0.695S (L/180) 2.829 1.932 1.500 1.255 1.107 1.016 0.966S (L/150) 3.395 2.319 1.800 1.506 1.328 1.219 * 1.159 *

U 4.425 3.011 2.325 1.934 1.693 1.544 * 1.459 *S (L/250) 2.722 1.869 1.461 1.235 1.104 1.030 0.999S (L/180) 3.781 2.596 2.030 1.716 1.533 1.431 * 1.388 *S (L/150) 4.000 3.115 2.436 2.059 1.839 * 1.717 * 1.666 *

U 5.373 3.672 2.854 2.395 2.123 * 1.969 * 1.902 *S (L/250) 3.754 2.596 2.051 1.758 1.599 1.529 * 1.520 *S (L/180) 4.000 3.605 2.849 2.442 2.221 * 2.123 * 2.111 *S (L/150) 4.000 4.000 3.418 * 2.930 * 2.666 * 2.548 * 2.534 *

U 5.500 4.581 * 3.593 * 3.055 * 2.757 * 2.619 * 2.602 *S (L/250) 4.000 3.762 3.016 2.638 2.466 * 2.435 * 2.435 *S (L/180) 4.000 4.000 4.000 * 3.664 * 3.425 * 3.382 * 3.382 *S (L/150) 4.000 4.000 4.000 * 4.000 * 3.760 * 3.705 * 3.705 *

U 5.500 5.500 * 4.678 * 4.053 * 3.760 * 3.705 * 3.705 *600 900 1200 1500 1800 2100 2400


MEDIUM MULLION 1 - EP5408 / EP5408

Mullion Height (mm)


2750

2000

3500


3250

2250

3000

2500






01-08-2013


Section 2c - Page 5

400 Narrowline

Span Table

Note:

S (L/250) 1.086 0.733 0.559 0.458 - - -S (L/180) 1.508 1.018 0.777 0.636 0.545 0.484 0.441S (L/150) 1.809 1.221 0.932 0.763 0.654 0.581 0.529

U 2.990 2.014 1.533 1.251 1.068 0.943 0.855S (L/250) 1.392 0.942 0.721 0.593 0.511 0.456 0.419S (L/180) 1.933 1.308 1.002 0.824 0.710 0.634 0.582S (L/150) 2.320 1.570 1.202 0.988 0.852 0.761 0.698

U 3.529 2.382 1.819 1.489 1.278 1.135 * 1.036 *S (L/250) 1.825 1.239 0.953 0.788 0.684 0.616 0.571S (L/180) 2.535 1.720 1.323 1.094 0.950 0.855 0.793S (L/150) 3.042 2.064 1.588 1.313 1.139 1.026 0.952

U 4.230 2.863 2.193 1.804 1.558 1.395 * 1.286 *S (L/250) 2.460 1.676 1.296 1.080 0.946 0.862 0.812S (L/180) 3.417 2.328 1.800 1.500 1.314 1.198 * 1.127 *S (L/150) 4.100 2.793 2.160 1.799 1.577 1.437 * 1.353 *

U 5.164 3.506 2.699 2.236 1.947 * 1.763 * 1.649 *S (L/250) 3.428 2.348 1.830 1.540 1.368 1.268 * 1.219 *S (L/180) 4.500 3.261 2.542 2.139 1.900 * 1.761 * 1.693 *S (L/150) 4.500 3.913 3.050 2.567 2.280 * 2.113 * 2.031 *

U 6.447 4.398 3.409 2.849 * 2.512 * 2.312 * 2.211 *S (L/250) 4.500 3.439 2.711 2.316 2.098 * 1.994 * 1.976 *S (L/180) 4.500 4.500 * 3.765 * 3.217 * 2.914 * 2.770 * 2.744 *S (L/150) 4.500 4.500 * 4.450 * 3.772 * 3.390 * 3.202 * 3.167 *

U 8.281 5.685 4.450 3.772 * 3.390 * 3.202 * 3.167 *S (L/250) 4.500 4.500 * 4.280 * 3.744 * 3.499 * 3.455 * 3.455 *S (L/180) 4.500 4.500 * 4.500 * 4.500 * 4.500 * 4.500 * 4.500 *S (L/150) 4.500 4.500 * 4.500 * 4.500 * 4.500 * 4.500 * 4.500 *

U 8.600 * 7.652 * 6.081 * 5.269 * 4.887 * 4.816 * 4.816 *600 900 1200 1500 1800 2100 2400


MEDIUM MULLION 2 - EP5408 / EP5409

Mullion Height (mm)


2900

2000

3800


3500

2300

3200

2600






01-08-2013

Section 2c - Page 6


400 Narrowline

Span Table

Note:

S (L/250) 1.204 0.812 0.619 0.505 0.432 - -S (L/180) 1.673 1.128 0.860 0.702 0.600 0.531 0.481S (L/150) 2.007 1.353 1.031 0.842 0.720 0.637 0.577

U 3.492 2.350 1.787 1.455 1.239 1.090 0.985S (L/250) 1.524 1.030 0.787 0.645 0.554 0.492 0.449S (L/180) 2.117 1.430 1.093 0.896 0.769 0.684 0.624S (L/150) 2.540 1.716 1.311 1.075 0.923 0.820 0.749

U 4.086 2.755 2.099 1.714 1.466 1.297 * 1.178 *S (L/250) 1.968 1.333 1.022 0.842 0.727 0.651 0.599S (L/180) 2.733 1.851 1.419 1.169 1.010 0.904 0.832S (L/150) 3.280 2.221 1.703 1.403 1.212 1.085 0.999

U 4.847 3.274 2.502 2.052 1.764 1.570 * 1.438 *S (L/250) 2.603 1.769 1.362 1.129 0.983 0.888 0.828S (L/180) 3.615 2.456 1.892 1.568 1.365 1.234 * 1.149 *S (L/150) 4.338 2.948 2.271 1.881 1.638 1.480 * 1.379 *

U 5.843 * 3.958 3.037 2.504 2.167 * 1.946 * 1.803 *S (L/250) 3.545 2.419 1.875 1.567 1.378 1.262 * 1.195 *S (L/180) 4.923 3.359 2.604 2.176 1.914 * 1.753 * 1.660 *S (L/150) 5.908 4.031 3.125 2.611 2.297 * 2.104 * 1.992 *

U 7.183 * 4.884 * 3.767 * 3.129 * 2.734 * 2.487 * 2.342 *S (L/250) 5.003 3.435 2.686 2.271 2.028 * 1.893 * 1.837 *S (L/180) 5.200 4.771 * 3.731 * 3.154 * 2.817 * 2.630 * 2.551 *S (L/150) 5.200 5.200 * 4.477 * 3.785 * 3.381 * 3.156 * 3.062 *

U 9.046 * 6.182 * 4.805 * 4.033 * 3.575 * 3.315 * 3.202 *S (L/250) 5.200 5.119 * 4.055 * 3.488 * 3.188 * 3.065 * 3.057 *S (L/180) 5.200 5.200 * 5.200 * 4.844 * 4.427 * 4.257 * 4.246 *S (L/150) 5.200 5.200 * 5.200 * 5.200 * 4.916 * 4.701 * 4.687 *

U 10.300 * 8.089 * 6.359 * 5.423 * 4.916 * 4.701 * 4.687 *600 900 1200 1500 1800 2100 2400


HEAVY MULLION - EP5409 / EP5409

Mullion Height (mm)


3100

2200

4000


3700

2500

3400

2800






01-08-2013


Section 2c - Page 7

400 Narrowline

Span Table

Note:

S (L/250) 1.088 0.734 0.560 0.459 - - -S (L/180) 1.510 1.020 0.778 0.637 0.546 0.485 0.441S (L/150) 1.813 1.224 0.934 0.765 0.656 0.582 0.530

U 3.233 2.178 1.658 1.353 1.155 1.020 0.924S (L/250) 1.394 0.943 0.723 0.594 0.512 0.457 0.420S (L/180) 1.937 1.310 1.004 0.825 0.711 0.635 0.583S (L/150) 2.324 1.572 1.204 0.990 0.853 0.762 0.700

U 3.817 2.576 1.967 1.610 1.382 1.227 * 1.120 *S (L/250) 1.829 1.241 0.954 0.789 0.685 0.617 0.572S (L/180) 2.540 1.724 1.326 1.096 0.951 0.857 0.795S (L/150) 3.048 2.068 1.591 1.315 1.142 1.028 0.954

U 4.575 3.096 2.372 1.951 1.685 1.508 * 1.391 *S (L/250) 2.464 1.679 1.299 1.082 0.948 0.864 0.813S (L/180) 3.423 2.332 1.804 1.502 1.317 1.200 * 1.129 *S (L/150) 4.107 2.798 2.164 1.803 1.580 1.440 * 1.355 *

U 5.585 3.792 2.919 2.418 2.105 * 1.906 * 1.783 *S (L/250) 3.434 2.352 1.834 1.543 1.371 1.270 * 1.221 *S (L/180) 4.500 3.267 2.547 2.143 1.904 * 1.764 * 1.696 *S (L/150) 4.500 3.921 3.056 2.572 2.284 * 2.117 * 2.035 *

U 6.972 * 4.756 * 3.686 * 3.081 * 2.717 * 2.500 * 2.391 *S (L/250) 4.500 3.445 2.716 2.320 2.102 * 1.998 * 1.979 *S (L/180) 4.500 4.500 * 3.772 * 3.223 * 2.919 * 2.775 * 2.749 *S (L/150) 4.500 4.500 * 4.500 * 3.867 * 3.503 * 3.330 * 3.299 *

U 7.500 * 6.148 * 4.813 * 4.079 * 3.666 * 3.463 * 3.425 *S (L/250) 4.500 4.500 * 4.288 * 3.750 * 3.505 * 3.462 * 3.462 *S (L/180) 4.500 4.500 * 4.500 * 4.500 * 4.500 * 4.500 * 4.500 *S (L/150) 4.500 4.500 * 4.500 * 4.500 * 4.500 * 4.500 * 4.500 *

U 7.500 * 7.500 * 6.576 * 5.698 * 5.285 * 5.208 * 5.208 *600 900 1200 1500 1800 2100 2400


CORNER MULLION - EN9499 / EN5014 / EN9499

Mullion Height (mm)


2900

2000

3800


3500

2300

3200

2600






01-08-2013

Section 2c - Page 8


400 Narrowline

Span Table

Note:

S (L/250) 3.000 * 1.980 1.226 0.817 0.574 0.420 -S (L/180) 3.000 * 2.347 * 1.670 * 1.134 * 0.797 0.583 0.440S (L/150) 3.000 * 2.347 * 1.670 * 1.258 * 0.957 0.700 0.528

U 3.618 * 2.347 * 1.670 * 1.258 * 0.987 0.797 0.658S (L/250) 3.000 * 2.063 1.298 0.875 0.619 0.455 -S (L/180) 3.000 * 2.456 * 1.777 * 1.215 * 0.860 0.633 0.479S (L/150) 3.000 * 2.456 * 1.777 * 1.353 * 1.032 * 0.759 0.575

U 3.671 * 2.456 * 1.777 * 1.353 * 1.069 * 0.867 0.718S (L/250) 3.000 * 2.195 * 1.401 0.953 0.679 0.502 -S (L/180) 3.000 * 2.627 * 1.927 * 1.323 * 0.943 0.697 0.530S (L/150) 3.000 * 2.627 * 1.927 * 1.480 * 1.132 * 0.836 0.636

U 3.832 * 2.627 * 1.927 * 1.480 * 1.176 * 0.958 0.796S (L/250) 3.000 * 2.390 * 1.545 * 1.059 * 0.759 0.563 0.429S (L/180) 3.000 * 2.876 * 2.134 * 1.471 * 1.054 * 0.782 0.596S (L/150) 3.000 * 2.876 * 2.134 * 1.651 * 1.264 * 0.938 0.716

U 4.118 * 2.876 * 2.134 * 1.651 * 1.318 * 1.077 * 0.898S (L/250) 3.000 * 2.677 * 1.748 * 1.206 * 0.868 0.646 0.494S (L/180) 3.000 * 3.000 * 2.425 * 1.675 * 1.206 * 0.898 0.687S (L/150) 3.000 * 3.000 * 2.425 * 1.887 * 1.447 * 1.077 * 0.824

U 4.500 * 3.239 * 2.425 * 1.887 * 1.512 * 1.240 * 1.036 *S (L/250) 3.000 * 3.000 * 2.044 * 1.418 * 1.025 * 0.765 0.587S (L/180) 3.000 * 3.000 * 2.839 * 1.970 * 1.424 * 1.063 * 0.815S (L/150) 3.000 * 3.000 * 2.847 * 2.226 * 1.708 * 1.275 * 0.978

U 4.500 * 3.775 * 2.847 * 2.226 * 1.790 * 1.472 * 1.232 *S (L/250) 3.000 * 3.000 * 2.503 * 1.744 * 1.265 * 0.946 0.727S (L/180) 3.000 * 3.000 * 3.000 * 2.423 * 1.756 * 1.314 * 1.009 *S (L/150) 3.000 * 3.000 * 3.000 * 2.745 * 2.108 * 1.577 * 1.211 *

U 4.500 * 4.500 * 3.496 * 2.745 * 2.213 * 1.823 * 1.528 *1500 1750 2000 2250 2500 2750 3000

A maximum stress level of 110MPa has been applied when generating this table.NOTE: This table is based on a combination of approved AS2047 testing data and theoretical section properties.

750

1200

900


Transom Width (mm)

1050

600

Serviceability pressures for L/180 & L/250 applications have not been limited by water performance. Where water performance is necessary, refer to Product Specifications page

TRANSOM 1 - EN5021


Transom Spacing (mm)

1500

1350



As lowlight mullions under transom are assumed, no consideration has been given to the deadload component of loading.

01-08-2013


Section 2c - Page 9

400 Narrowline

Span Table

Note:

S (L/250) 3.000 * 2.536 * 1.569 * 1.046 * 0.735 0.538 -S (L/180) 3.000 * 3.000 * 2.180 * 1.453 * 1.021 * 0.747 0.564S (L/150) 3.000 * 3.000 * 2.245 * 1.692 * 1.225 * 0.896 0.676

U 4.500 * 3.156 * 2.245 * 1.692 * 1.327 * 1.071 * 0.885S (L/250) 3.000 * 2.642 * 1.663 * 1.120 * 0.793 0.583 0.442S (L/180) 3.000 * 3.000 * 2.309 * 1.556 * 1.101 * 0.810 0.614S (L/150) 3.000 * 3.000 * 2.390 * 1.820 * 1.322 * 0.972 0.737

U 4.500 * 3.303 * 2.390 * 1.820 * 1.437 * 1.166 * 0.966S (L/250) 3.000 * 2.810 * 1.794 * 1.220 * 0.869 0.642 0.489S (L/180) 3.000 * 3.000 * 2.492 * 1.695 * 1.208 * 0.892 0.679S (L/150) 3.000 * 3.000 * 2.591 * 1.991 * 1.449 * 1.071 * 0.814

U 4.500 * 3.532 * 2.591 * 1.991 * 1.581 * 1.288 * 1.071 *S (L/250) 3.000 * 3.000 * 1.978 * 1.356 * 0.972 0.721 0.550S (L/180) 3.000 * 3.000 * 2.747 * 1.883 * 1.349 * 1.001 * 0.764S (L/150) 3.000 * 3.000 * 2.870 * 2.220 * 1.619 * 1.201 * 0.916

U 4.500 * 3.868 * 2.870 * 2.220 * 1.772 * 1.449 * 1.208 *S (L/250) 3.000 * 3.000 * 2.238 * 1.544 * 1.112 * 0.828 0.633S (L/180) 3.000 * 3.000 * 3.000 * 2.145 * 1.544 * 1.149 * 0.879S (L/150) 3.000 * 3.000 * 3.000 * 2.538 * 1.853 * 1.379 * 1.055 *

U 4.500 * 4.355 * 3.261 * 2.538 * 2.034 * 1.668 * 1.393 *S (L/250) 3.000 * 3.000 * 2.618 * 1.816 * 1.313 * 0.980 0.751S (L/180) 3.000 * 3.000 * 3.000 * 2.523 * 1.823 * 1.361 * 1.043 *S (L/150) 3.000 * 3.000 * 3.000 * 2.994 * 2.188 * 1.633 * 1.252 *

U 4.500 * 4.500 * 3.828 * 2.994 * 2.407 * 1.979 * 1.656 *S (L/250) 3.000 * 3.000 * 3.000 * 2.234 * 1.619 * 1.212 * 0.931S (L/180) 3.000 * 3.000 * 3.000 * 3.000 * 2.249 * 1.683 * 1.292 *S (L/150) 3.000 * 3.000 * 3.000 * 3.000 * 2.699 * 2.020 * 1.551 *

U 4.500 * 4.500 * 4.500 * 3.691 * 2.976 * 2.451 * 2.054 *1500 1750 2000 2250 2500 2750 3000


TRANSOM 2 - EN5020 / EN9499


Transom Spacing (mm)

1500

1350


750

1200

900


Transom Width (mm)

1050

600

Serviceability pressures for L/180 & L/250 applications have not been limited by water performance. Where water performance is necessary, refer to Product Specifications page


As lowlight mullions under transom are assumed, no consideration has been given to the deadload component of loading.


01-08-2013

Section 2c - Page 10


400 Narrowline

Maximum Glass Thickness Table - Deadload Assessment

Note:

10 8 6 4 - - - - -

10 10 6 5 - - - - -

10 10 6 5 4 - - - -

10 10 8 6 4 - - - -

10 10 8 6 5 4 - - -

10 10 10 8 6 4 - - -

10 10 10 8 6 5 4 - -

1400 1600 1800 2000 2200 2400 2600 2800 3000

2.3 2.7 3.0 3.3 3.7 4.0 4.3 4.7 5.0

10 10 10 8 6 5 4 - -

10 10 10 8 6 5 4 - -

10 10 10 10 6 6 4 - -

10 10 10 10 8 6 5 4 -

10 10 10 10 8 6 6 4 -

10 10 10 10 10 8 6 5 4

10 10 10 10 10 10 8 6 5

1400 1600 1800 2000 2200 2400 2600 2800 3000

2.3 2.7 3.0 3.3 3.7 4.0 4.3 4.7 5.0

NOTE: This table is based on theoretical section properties, not on approved tests as specified by AS2047. A deflection ratio of L/600 has been assumed, resulting in the individual deflection figures listed on the tables.

700600

TRANSOM 1 - EN5021

Height Above Transom (mm)

Transom Width (mm)600700800

Maximum Glass Thickness with Support Blocks at 1/4 Points (mm)

Glass thickness has been limited to 10mm as dictated by the capacity of the suite.These tables have been developed to assist Fabricators in making an assessment of the maximum glass thickness that the transom member can support before it is considered unstable (deflection & stress).

Wind load and human impact requirements are not included in the tables below. A glass thickness assessment for windload and human impact must still be completed in accordance with AS1288.

900100011001200

DownwardDeflection (mm)


900800


120011001000

Transom Width (mm)Downward

Deflection (mm)

01-08-2013


Section 2c - Page 11

400 Narrowline

Maximum Glass Thickness Table - Deadload Assessment

Note:

8 6 4 - - - - - -

10 6 4 - - - - - -

10 6 5 - - - - - -

10 8 6 4 - - - - -

10 8 6 4 - - - - -

10 10 6 5 4 - - - -

10 10 8 6 4 - - - -

1400 1600 1800 2000 2200 2400 2600 2800 3000

2.3 2.7 3.0 3.3 3.7 4.0 4.3 4.7 5.0

10 10 8 6 4 - - - -

10 10 8 6 5 - - - -

10 10 10 6 5 4 - - -

10 10 10 8 6 4 - - -

10 10 10 8 6 5 4 - -

10 10 10 10 6 6 4 - -

10 10 10 10 8 6 5 4 -

1400 1600 1800 2000 2200 2400 2600 2800 3000

2.3 2.7 3.0 3.3 3.7 4.0 4.3 4.7 5.0

NOTE: This table is based on theoretical section properties, not on approved tests as specified by AS2047. A deflection ratio of L/600 has been assumed, resulting in the individual deflection figures listed on the tables.

900100011001200

DownwardDeflection (mm)


900800


120011001000

Transom Width (mm)Downward

Deflection (mm)

700600

TRANSOM 2 - EN5020 / EN9499


Transom Width (mm)600700800


Glass thickness has been limited to 10mm as dictated by the capacity of the suite.These tables have been developed to assist Fabricators in making an assessment of the maximum glass thickness that the transom member can support before it is considered unstable (deflection & stress).

Wind load and human impact requirements are not included in the tables below. A glass thickness assessment for windload and human impact must still be completed in accordance with AS1288.

01-08-2013


Section 3 - Page 1

400 Narrowline

Section 3 - Page 2


400 Narrowline


Section 3 - Page 3

400 Narrowline

Section 3 - Page 4


400 Narrowline


Section 3 - Page 5

400 Narrowline

Section 3 - Page 6


400 Narrowline


Section 3 - Page 7

400 Narrowline

Extrusion Data

Ixx (103mm4) Iyy (103mm4) Zxx (103mm3) Zyy (103mm3)

EK5925 Flush Filler 0.452 1.356 0.062 0.166EN5010 Standard Frame 112.169 668.779 3.865 13.136EN5011 Heavy Duty Frame 125.145 767.577 4.254 15.062EN5014 2/3 Way Corner 1394.889 619.712 26.443 12.194EN5016 Narrow Frame 43.541 493.938 2.474 9.683EN5020 Standard Sill 88.688 561.702 3.923 10.027EN5021 Tubular Transom 138.075 544.145 5.088 9.249EN5022 Plain Frame 117.515 704.801 3.756 13.929EN5028 Flat Filler 0.736 133.104 0.150 3.328EN5029 Build In Filler 13.864 128.100 0.524 3.178EN5031 Sloping Bead 5.484 21.382 0.371 1.059EN5032 Square Bead 9.507 33.066 0.535 1.513EN9457 Lightweight Frame 99.719 588.566 3.409 11.541EN9499 Pocketed Filler 7.966 135.101 0.622 3.377EP10567 Fixing Adaptor 9.174 574.695 0.510 7.427EP12061 Reveal Fin Adaptor 12.266 146.520 0.545 3.443EP12761 Braced Bead 11.579 39.535 0.685 1.789EP4845 External Flange Frame 56.903 547.520 1.605 9.971EP5408 Light S/M Mullion 45.716 585.629 1.428 11.228EP5409 Heavy S/M Mullion 80.458 1076.423 2.745 18.905EP5447 Narrow Frame Hook Bead 0.816 0.789 0.098 0.076EQ6368 Nailing Fin Adaptor 21.188 135.920 0.645 3.635

* NOTE: The structural properties listed above are using the orientations as listed within the extrusion pages.

Structural Properties *Extrusion Description

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Section 4 - Page 1

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Section 6 - Page 3

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Section 6 - Page 6


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Section 6 - Page 7

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Section 7 - Page 1

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GLASS SIZE WEDGE WEDGE5mm 300013 3000036mm 300013 3000136mm 315788 (CAPTIVE) 3000138mm 300001 3000138mm 315787 (CAPTIVE) 30001310mm 300001 30000110mm 315787 (CAPTIVE) 300001


Section 9 - Page 1

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Assembly - Head Not To Scale

FRAME(MULLION/JAMB)

FRAME (HEAD)

POCKETED FILLEREN9499

150mm @ 600 CTRS

FRAME FOAM GASKET300160ALT. USE SMALL JOINT SEALANT

FRAME HEAD

10g x 25mm SS PAN SCREW300059CAULK ALL SCREW HEADS ONFRAME ASSEMBLY COMPLETION

Section 9 - Page 2


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Assembly - Sill & Internally Glazed Sill Not To Scale

SILL

FRAME(MULLION/JAMB)

SILLSILL/TRANSOM FOAM GASKET300161ALT. USE SMALL JOINT SEALANT

10g x 25mm SS PAN SCREW300059

CAULK ALL SCREW HEADS ONFRAME ASSEMBLY COMPLETION

INTERNALLY GLAZED SILL

POCKETED FILLEREN9499

150mm @ 600 CTRS

POCKETED FILLEREN9499SEAL INTO POSITIONALT. FLAT FILLER EN5028

FRAME (JAMB)

SILL/TRANSOM FOAM GASKET300161

ALT. USE SMALL JOINT SEALANT

SILL

POCKETED FILLEREN9499150mm @ 600 CTRS

BEADAPPLIED AFTER GLASS

BEADAPPLY AFTER GLASSINNERMOST LEGSEALED INTO POSITION


Section 9 - Page 3

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Assembly - Transom Not To Scale

FRAME (MULLION)JAMB SIMILAR

POCKETED FILLEREN9499FULL LENGTH CAULKINGPRIOR TO APPLICATION

FOAM DRAIN PLUG300164 SILL / TRANSOM END GASKET

300161ALT. USE SMALL JOINT SEALANT

TUBULAR TRANSOMEN5021

10g x 25mm SS PAN SCREW300059CAULK ALL SCREW HEADS ONFRAME ASSEMBLY COMPLETION

TUBULAR TRANSOM

INTERNALLY GLAZED 2-PIECE TRANSOM

SELF MATING MULLIONSEAL BOTTOM 100mm

BEADAPPLY AFTER GLASSINNERMOST LEGSEALED INTO POSITION

FOAM DRAIN PLUG300164COMPLETELY SEAL PERIMETER

DRAIN HOLE 9mm

SILL/TRANSOM FOAM GASKET300161ALT. SMALL JOINT SEALANT

Section 9 - Page 4


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Section 9 - Page 5

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Section 10 - Page 1

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Section 10 - Page 2


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Section 10 - Page 3

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Section 10 - Page 5

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400 Narrowline Technical Manual_2013!07!31

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