technical manual ags-400narrowline capral

Index

01-12-2017

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 Bushfire Test Report Summary 44400500.1 - F 31

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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Please read in conjunction with Important Conditions – Index (also available on Capral website)

01-06-2021

Index

01-12-2017

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 – Straight Post – EN5010 / EP17034 / EN5010 7 Span Table – Corner Post – EN5010 / EP17033 / EN5010 8 Span Table – Corner Mullion – EN9499 / EN5014 / EN9499 9 Span Table – Plain Mullion – EP15841 / EP15841 10 Span Table – Light Plain/Pocket Mullion – EP15841 / EP5408 11 Span Table – Heavy Plain/Pocket Mullion – EP15841 / EP5409 12 Span Table – Tubular Transom – EN5021 13 Span Table – 2 Piece Transom – EN5020 / EN9499 14 Span Table – Midrail – EN2849 15 Maximum Glass Thickness Table – Tubular Transom – EN5021 16 Maximum Glass Thickness Table – 2 Piece Transom – EN5020 / EN9499 17 Maximum Glass Thickness Table – Midrail – EN2849 18

EXTRUSIONS Section 3.. Extrusions 1 - 8 Extrusion Data 9

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 & Midrail 2 Vertical Arrangement 02 & 03 – Alt. Head & Jamb Fixings 3 Horizontal Arrangement 04 & 05 – Jamb & Mullions 4 Horizontal Arrangement 04, 06 & 08 – Alt. Jamb & Self Mating Mullions 5 Horizontal Arrangement 07 – 90º & 180º Posts 6 Horizontal Arrangement 07 – 2/3 Way Post Mullion & Corner 7 Arrangement – Interior Glazed Partition 8

GLAZING DETAILS Section 7.. Glazing Details 1

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

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ASSEMBLY DETAILS Section 9.. Assembly – Head & Posts 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 & External Transom Drainage 3 Machining – Tubular Transom Drainage 4 Machining – Bead Drainage 5

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IMPORTANT CONDITIONS ..By using this manual you agree to the following:

DISCLAIMER ..Whilst best efforts have been made to ensure the details contained herein are accurate and correct, Capral is not responsible for any loss or damage whatsoever arising as a result of any errors contained in this manual. Interpretation of standards or codes within this manual is Capral’s interpretation of such codes. Responsibility for code compliance remains with the user of this manual. In some cases product specifications may vary without notice. Users should not act or rely upon any information contained in this manual without obtaining appropriate professional advice relating to their particular circumstances. To the maximum extent permitted by law Capral disclaims all liability for loss or damage suffered by anyone who acts or fails to act in reliance of this manual.

COPYRIGHT ..This manual remains the property of Capral and contains information which is the subject of copyright. The manual or any part of it may not be reproduced, copied or loaned in any form without the prior written permission of Capral. The manual is to be returned to Capral on request.

CAPRAL SUPPLY TERMS ..Refer to www.capral.com.au/Terms-of-Trade for Capral’s Terms and Conditions of Sale for terms of supply by Capral of its products.

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Technical Manual History The table below is a summary of this manual’s update history. Contact Capral for details of past updates.

RELEASE DATE UPDATE SUMMARY 01-08-2013 First Release New Manual 16-06-2016 Plain S/Mating & Midrail added 01-11-2017 Corner posts added 01-12-2017 Bushfire test report summary added 01-12-2018 General Update 01-11-2019 Drainage updated 01-01-2020 Components replaced

The table below shows the details of the latest manual update.

MANUAL RELEASE – 01-06-2021

DESCRIPTION AFFECTED PAGES 300004 8mm Wedge added 4.1 ~ 7.1 Dry glazing table wedge combinations updated 7.1

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Features & Benefits

01-07-2018

_________________________________________________________________________________________

101.6mm x 44mm Frame

Single Glazed Options (up to 10mm)

Externally or internally center glazed frame

Exclusively designed components to improve the system’s performance and function

NATA tested to Australian Standards (AS2047)

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 (0;-3)*

Bushfire tested to BAL40*

Compatible with 425 Double Glazed Narrowline 215 - 225 Doors 900 Sliding Door Artisan Folding Doors Genesis 400 Series 35 & 50 Series Windows 471 Double Hung Window 480 Sliding Window 482 Awning 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

01-08-2013

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 & Commercial 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.

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Test Report Summary

01-08-2013

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

01-08-2013

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

01-08-2013

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

01-08-2013

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

01-08-2013

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

01-08-2013


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

01-08-2013

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

01-08-2013

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

01-08-2013

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




1010Pa 1019Pa


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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

01-08-2013

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


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Test Report Summary

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BAL 40 BUSHFIRE TESTING - TEST REPORT NUMBER: 44400500.1 - ASSESSMENT REPORT: 52627900.1a Performed by: Exova Warringtonfire, Victoria – March, 2017 Test Drawing Number: 31-920

Captive Wedge: Co-Extruded Captive Wedge – 315788 Glazing Wedge: 300013

Approved to Standard: AS1530.8.1 – 2018 Reference 16.9.2(b) of AS1530.8.1 – 2018: “Where single glazing is tested, the glazing may be the same or thicker glazing of the same type and the glazing may be multiple glazing where the fire side pane is the same or thicker than tested.”

TEST RESULTS: Performance Criteria Time to Failure (min) Position of Failure

Formation of through-gaps greater than 3mm. No Failure - Sustained failure for 10sec. on the non-fire side. No Failure - Flaming on the fire –exposed side at the end of the 60min. test period. No Failure -

Radiant heat flux 365mm from the non-fire exposed side exceeding 15kW/m2. No Failure -

Mean and maximum temperature rises greater than 140K & 180K.

No applicable for glazed elements. -

Radiant heat flux 250mm from the specimen, greater than 3kW/m2 between 20mins. and 60mins. No Failure -

Mean and maximum temperature of internal faces exceeding 250ºC and 300ºC respectively between 20mins. and 60mins. after commencement of test.

Not applicable for glazed elements. -

Crib Class A Peak Heat Flux 40 kW/m2

Test Result BAL-A40


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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


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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


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Span Table

Note:

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U 1.075 *

S (L/250)U 1.244 * 1.202 *

S (L/250)U 1.386 * 1.355 *

S (L/250)U 1.557 * 1.539 *

S (L/250) 1.028 *U 1.764 * 1.759 *

S (L/250) 1.270 * 1.238 * 1.238 *U 2.083 * 2.022 * 2.022 *

S (L/250) 1.524 * 1.505 * 1.505 *U 2.376 * 2.341 * 2.341 *

S (L/250) 1.854 * 1.847 * 1.847 *U 2.911 * 2.742 * 2.731 * 2.731 *

S (L/250) 2.293 * 2.293 * 2.293 *U 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.

2400

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)

Serviceability pressures have been limited to a maximum Serviceability Pressure of 4000Pa.

Maximum Design Pressure (kPa)

Serviceability pressures 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.

3000

2900

1800

- - -

2300

2200

2100

2000

1900

2800

2700

2600

2500

---2.3440.966 0.507 0.421

1.221 1.009

4.0252.485

2.9031.4933.1341.6823.395

1.0712.5101.1912.6961.331

3.8975.500

5.5004.000

0.6571.589

1.7040.730

2.1381.1552.3201.3112.5271.4972.7641.721

4.4092.8654.8513.3285.364

1.9053.6902.169

--

0.4020.8790.460

0.564 0.470 0.412 -1.312 1.087 0.946 -

3.720

0.9690.531

0.8131.8330.9101.9761.022

0.4631.0260.5241.1170.596

2.6481.8632.9562.2102.736

4.154

0.6301.4140.7071.5280.7971.6570.9031.8031.0291.9711.1802.1631.3632.3873.036

1.9923.3512.324

0.5271.1740.5931.2730.6711.3850.7631.5140.874

0.4240.9330.4821.0220.5521.1240.636

1.030

1.2210.6821.3420.7861.482

2.3753.252

0.617

0.860

0.7260.740

0.8680.9141.6481.0721.845

1.3752.2741.6302.5611.954

3.3242.652

1.6621.0081.8341.1722.035

1.587

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Span Table

Note:

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U 1.164 * 1.106 *

S (L/250)U 1.315 * 1.263 *

S (L/250)U 1.500 * 1.462 *

S (L/250) 0.956 *U 1.732 * 1.713 *

S (L/250) 1.197 * 1.195 *U 2.115 * 2.029 * 2.026 *

S (L/250) 1.514 * 1.514 *U 2.472 * 2.419 * 2.419 *

S (L/250) 1.958 * 1.947 * 1.947 *U 3.134 * 2.940 * 2.922 * 2.922 *

S (L/250) 2.547 * 2.547 * 2.547 *U 5.198 * 4.195 * 3.720 * 3.574 * 3.574 * 3.574 *

600 900 1200 1500 1800 2100 2400


0.635

0.773

1.142 1.039 0.9780.679 0.601 0.554 0.529

2.040 1.573

-0.585 0.515 0.471 0.446

0.445 0.4051.187 1.033 0.9341.863 1.434

0.903 0.700

- - -0.4441.083 - - -

2.242 1.735 1.446 1.271

0.545 0.4191.454 1.1120.614 0.4721.574 1.2060.694 0.5351.709 1.312

1.040 0.809

-

-

0.508

1.307

0.789 0.610

1.206 0.942 0.794 0.707 0.658

0.7912.477 1.923 1.610 1.424

2.752 2.144 1.806 1.6081.410 1.106 0.938 0.842

1.663 1.311 1.120 1.015

1.543

4.494 3.590

3.926 3.111 2.683

0.9651.834

1.981 1.572 1.354 1.2413.461 2.724 2.327

3.076 2.407 2.040


4.4792.8585.0233.4275.500

1.7593.6292.0504.0202.409

2.946 2.638

2.915 2.350 2.0724.0005.5004.0005.500

3.613

2.388 1.908

-- - -

Mullion Height (mm)


3175

1800

2425

2.1500.804

0.9042.3251.0212.5221.1592.7451.3243.0001.5213.292

-

-

1.661


2300

2175

2050

1925

3050

2925

2800

2675

2550

- - - -

- -





3300 - - -

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Span Table

Note:

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U 1.092 * 1.024 *

S (L/250)U 1.218 * 1.151 *

S (L/250)U 1.369 * 1.307 *

S (L/250)U 1.553 * 1.500 *

S (L/250)U 1.780 * 1.745 *

S (L/250) 1.178 * 1.172 *U 2.174 * 2.066 * 2.053 *

S (L/250) 1.473 * 1.473 *U 2.521 * 2.437 * 2.437 *

S (L/250) 1.877 * 1.877 *U 4.643 * 3.690 * 3.198 * 2.966 * 2.923 * 2.923 *

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.

Mullion Height (mm)






3500

3375

2000

- - -

2625

-


2500

2375

2250

2125

3250

3125

3000

2875

2750

- -

- - -

-

2100 24005.5004.000 2.899 2.324 2.033 1.900

600 900 1200 1500 1800

3.8372.0984.2382.4534.706

5.500

0.7562.1420.8442.3050.9462.4881.0652.6931.2052.9261.3723.1891.5703.4911.808

2.7602.394 1.904 1.647 1.517

2.8945.2563.447

4.079 3.219

3.614 2.835 2.410

3.225 2.517 2.125 1.8992.001 1.581 1.355 1.233

0.794

0.944

0.7702.616 2.026 1.692 1.490

2.896 2.251 1.889 1.6751.440 1.126 0.952 0.850

1.690 1.328 1.129 1.017 0.960

0.6382.375 1.834 1.525 1.3361.238 0.964 0.811 0.719 0.665

0.5111.446 - - -

0.5362.166 1.668 1.383 1.2051.072 0.832 0.696 0.614 0.564

- - -

- -- - -

0.642 0.493 0.4071.683 1.288 1.059

- -0.572 0.4381.557 1.191 - - - -

- -0.820 0.633 0.526 0.459 0.417

0.723 0.557 0.461 0.4011.824 1.399 1.153 0.997

-0.935 0.723 0.603 0.529 0.483 0.4551.984 1.525 1.260 1.093 0.986


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Span Table

Note:

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U 1.134 * 1.049 *

S (L/250)U 1.250 * 1.163 *

S (L/250)U 1.385 * 1.298 *

S (L/250)U 1.544 * 1.459 *

S (L/250)U 1.736 * 1.656 *

S (L/250)U 2.123 * 1.969 * 1.902 *

S (L/250) 1.245 * 1.225 *U 2.407 * 2.256 * 2.213 *

S (L/250) 1.529 * 1.520 *U 3.055 * 2.757 * 2.619 * 2.602 *

S (L/250) 1.968 * 1.911 * 1.911 *U 5.171 * 4.080 * 3.498 * 3.195 * 3.090 * 3.089 *

S (L/250) 2.466 * 2.435 * 2.435 *U 5.500 * 4.678 * 4.053 * 3.760 * 3.705 * 3.705 *


- -

2625

2375

2250

2125

3250

3125

3000

2875

2750



2000

MEDIUM MULLION 1 - EP5408 / EP5408

-

-

-

2500

2.3464.8642.7225.373

- - -0.4051.065 - -

Mullion Height (mm)





3500

3375

-

4.000

4.0005.500

0.9812.7151.0952.9221.2273.1541.3823.4141.5643.7091.7804.0432.0374.425

1.974 1.509 1.2380.832 0.640 0.528

3.1835.5003.754

0.664 0.508 0.4181.833 1.399 1.1460.742 0.569 0.469

-0.939 0.723 0.599 0.521 0.470 0.438

0.458 0.4122.133 1.633 1.343 1.158 1.035

0.541 0.5062.515 1.933 1.597 1.386

2.312 1.773 1.461 1.2641.064 0.821 0.682 0.596

0.5902.746 2.115 1.753 1.5281.213 0.939 0.782 0.686 0.626

0.6953.011 2.325 1.934 1.6931.391 1.080 0.904 0.797 0.732

0.8283.316 2.569 2.145 1.8891.606 1.251 1.052 0.933 0.863

0.9993.672 2.854 2.3952.192 1.722 1.465 1.320

1.869 1.461 1.235 1.104 1.030

1.599

600 24002100180015001200900

4.088 3.191 2.6942.596 2.051 1.758

3.762 3.016 2.638

4.581 3.5933.106 2.471 2.137

5.500

5.500


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Span Table

Note:

S (L/250)U

S (L/250)U

S (L/250)U 1.135 * 1.036 *

S (L/250)U 1.254 * 1.151 *

S (L/250)U 1.395 * 1.286 *

S (L/250)U 1.562 * 1.450 *

S (L/250)U 1.947 * 1.763 * 1.649 *

S (L/250)U 2.201 * 2.008 * 1.897 *

S (L/250) 1.268 * 1.219 *U 2.849 * 2.512 * 2.312 * 2.211 *

S (L/250) 1.574 * 1.535 *U 4.979 * 3.876 * 3.260 * 2.899 * 2.699 * 2.622 *

S (L/250) 2.098 * 1.994 * 1.976 *U 5.685 * 4.450 * 3.772 * 3.390 * 3.202 * 3.167 *

S (L/250) 2.913 * 2.675 * 2.589 * 2.587 *U 8.600 * 6.557 * 5.167 * 4.422 * 4.028 * 3.880 * 3.877 *

S (L/250) 4.500 * 4.280 * 3.744 * 3.499 * 3.455 * 3.455 *U 8.600 * 7.652 * 6.081 * 5.269 * 4.887 * 4.816 * 4.816 *


MEDIUM MULLION 2 - EP5408 / EP5409

--

2600

2450

2.8905.7523.4286.4474.1087.278

1.680

2.348 1.8304.398 3.409





3800

3650

2000

- - -

2750

2300

2150

3500

3350

3200

3050

2900

24002100180015001200


Mullion Height (mm)


4.5008.2814.500

4.500

4.248

900600

2.9901.086

1.2263.2431.3923.5291.5893.8561.8254.2302.1114.6622.4605.164

1.540 1.3683.914 3.022 2.514

3.374

3.439 2.711 2.316

2.824 2.212 1.875

0.9873.506 2.699 2.2361.676 1.296 1.080 0.946 0.862 0.812

1.974 1.532 1.282 1.131 1.038

0.725 0.6772.863 2.193 1.804 1.558

3.160 2.426 2.002 1.7361.435 1.107 0.918 0.800

0.5712.606 1.993 1.635 1.4071.239 0.953 0.788 0.684 0.616

-

0.4872.382 1.819 1.489 1.2781.077 0.826 0.681 0.589 0.528

0.733 0.559 0.458

-0.942 0.721 0.593 0.511 0.456 0.4192.187 1.667 1.362 1.166 -

-0.829 0.633 0.520 0.4472.014 1.533 1.251 -


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01-06-2021

Span Table

Note:

S (L/250)U

S (L/250)U 1.187 *

S (L/250)U 1.297 * 1.178 *

S (L/250)U 1.423 * 1.298 *

S (L/250)U 1.570 * 1.438 *

S (L/250)U 1.949 * 1.743 * 1.604 *

S (L/250)U 5.843 * 3.958 3.037 2.504 2.167 * 1.946 * 1.803 *

S (L/250)U 6.461 * 4.384 3.372 2.789 * 2.425 * 2.191 * 2.044 *

S (L/250) 1.262 * 1.195 *U 7.183 * 4.884 * 3.767 * 3.129 * 2.734 * 2.487 * 2.342 *

S (L/250) 1.534 * 1.468 *U 8.034 * 5.475 * 4.238 * 3.536 * 3.111 * 2.853 * 2.717 *

S (L/250) 2.028 * 1.893 * 1.837 *U 9.046 * 6.182 * 4.805 * 4.033 * 3.575 * 3.315 * 3.202 *

S (L/250) 2.791 * 2.518 * 2.382 * 2.348 *U 10.264 * 7.038 * 5.499 * 4.648 * 4.161 * 3.910 * 3.846 *

S (L/250) 5.119 * 4.055 * 3.488 * 3.188 * 3.065 * 3.057 *U 10.300 * 8.089 * 6.359 * 5.423 * 4.916 * 4.701 * 4.687 *


Mullion Height (mm)






4000

3850

2200

- -

2950

2350

3700

3550

3400

3250

3100 1.129 0.983 0.888

2800

HEAVY MULLION - EP5409 / EP5409

-

2.052 1.7640.971 0.842 0.757 0.7012.261

0.812

0.912

1.030

1.2043.4921.3523.7721.524

0.696 0.569 0.4882.540 1.933 1.576 1.345

2650

2500

1.6611.8742.2322.8674.190

5.003 3.435 2.686 2.271

1.567 1.378

3.2764.1655.200

5.200

4.847 3.274 2.5022.256 1.530 1.1765.310 3.592 2.7502.603 1.769 1.362

1.5912.0603.025

3.545 2.419 1.875

0.828

0.9881.0531.1581.324

4.0861.7274.4421.968

1.168

1.333

0.619 0.505 0.4322.350 1.787 1.455 1.239

2.287 1.871 1.604

0.787 0.645 0.5542.755 2.099 1.714 1.466

180015001200900600

- -

-

24002100

0.564 0.517

0.492 0.449

0.432

1.022 0.842 0.727 0.651 0.599

0.894 0.734 0.6322.998


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01-06-2021

Span Table

Note:

S (L/250) 1.891 1.276 0.974 0.798 0.684 0.607 0.553U 5.815 * 3.918 2.983 2.433 2.078 * 1.834 * 1.663 *

S (L/250) 2.135 1.443 1.103 0.905 0.778 0.692 0.633U 6.307 * 4.253 * 3.242 2.649 2.267 * 2.007 * 1.826 *

S (L/250) 2.424 1.640 1.256 1.033 0.890 0.795 0.730U 6.865 * 4.634 * 3.537 * 2.896 * 2.485 * 2.207 * 2.015 *

S (L/250) 2.767 1.875 1.439 1.186 1.026 0.919 0.848U 7.500 * 5.069 * 3.876 * 3.181 * 2.737 * 2.440 * 2.238 *

S (L/250) 3.179 2.157 1.659 1.372 1.191 1.072 0.995U 7.500 * 5.568 * 4.266 * 3.510 * 3.030 * 2.713 * 2.502 *

S (L/250) 3.677 2.500 1.927 1.599 1.394 1.262 * 1.179 *U 7.500 * 6.146 * 4.719 * 3.895 * 3.376 * 3.038 * 2.820 *

S (L/250) 4.284 2.919 2.258 1.880 1.648 1.502 * 1.413 *U 7.500 * 6.820 * 5.250 * 4.348 * 3.787 * 3.428 * 3.208 *

S (L/250) 4.500 3.438 2.669 2.233 1.969 * 1.808 * 1.718 *U 7.500 * 7.500 * 5.879 * 4.889 * 4.282 * 3.905 * 3.690 *

S (L/250) 4.500 4.089 3.188 2.683 2.383 * 2.208 * 2.123 *U 7.500 * 7.500 * 6.630 * 5.542 * 4.887 * 4.498 * 4.301 *

S (L/250) 4.500 4.500 * 3.853 * 3.265 * 2.925 * 2.742 * 2.674 *U 7.500 * 7.500 * 7.500 * 6.342 * 5.639 * 5.249 * 5.099 *

S (L/250) 4.500 4.500 * 4.500 * 4.034 * 3.654 * 3.473 * 3.441 *U 7.500 * 7.500 * 7.500 * 7.337 * 6.593 * 6.228 * 6.160 *

S (L/250) 4.500 4.500 * 4.500 * 4.500 * 4.500 * 4.500 * 4.500 *U 7.500 * 7.500 * 7.500 * 7.500 * 7.500 * 7.500 * 7.500 *

S (L/250) 4.500 4.500 * 4.500 * 4.500 * 4.500 * 4.500 * 4.500 *U 7.500 * 7.500 * 7.500 * 7.500 * 7.500 * 7.500 * 7.500 *

A maximum stress level of 110MPa has been applied when generating this table.NOTE: This table is based on theoretical section properties only, not on on approved AS2047 testing data.

Mullion Height (mm)



3800

3650

2000

2750

2300

2400600 900 1200 1500 1800 2100

STRAIGHT POST - EN5010 / EP17034 / EN5010

2600

2450

Serviceability pressures have been limited to a maximum pressure of 4500Pa.



2150

3500

3350

3200

3050

2900


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01-06-2021

Span Table

Note:

S (L/250) 1.573 1.062 0.811 0.664 0.569 0.505 0.460U 4.225 2.846 2.167 1.768 1.509 1.333 1.208 *

S (L/250) 1.776 1.200 0.918 0.753 0.647 0.576 0.526U 4.583 3.090 2.355 1.925 1.647 1.458 1.326 *

S (L/250) 2.017 1.364 1.045 0.859 0.741 0.661 0.607U 4.988 3.367 2.570 2.104 1.805 * 1.604 * 1.464 *

S (L/250) 2.302 1.560 1.197 0.987 0.853 0.765 0.706U 5.449 3.683 2.816 2.311 1.988 * 1.772 * 1.626 *

S (L/250) 2.645 1.795 1.380 1.141 0.991 0.892 0.828 *U 5.978 * 4.046 3.099 2.550 2.202 * 1.971 * 1.818 *

S (L/250) 3.059 2.079 1.604 1.330 1.160 1.050 0.981 *U 6.589 * 4.465 3.429 * 2.830 * 2.453 * 2.207 * 2.049 *

S (L/250) 3.564 2.428 1.878 1.564 1.371 1.249 * 1.176 *U 7.298 * 4.955 3.815 * 3.159 * 2.751 * 2.491 * 2.331 *

S (L/250) 4.188 2.860 2.220 1.858 1.638 1.504 * 1.429 *U 7.500 * 5.531 4.271 * 3.552 * 3.111 * 2.837 * 2.681 *

S (L/250) 4.500 3.402 2.652 2.232 1.982 * 1.837 * 1.766 *U 7.500 * 6.215 * 4.817 * 4.027 * 3.551 * 3.268 * 3.125 *

S (L/250) 4.500 4.091 3.205 2.716 2.434 * 2.281 * 2.224 *U 7.500 * 7.036 * 5.478 * 4.607 * 4.097 * 3.814 * 3.705 *

S (L/250) 4.500 4.500 * 3.927 * 3.356 * 3.040 * 2.890 * 2.863 *U 7.500 * 7.500 * 6.289 * 5.330 * 4.790 * 4.525 * 4.475 *

S (L/250) 4.500 4.500 * 4.500 * 4.221 * 3.877 * 3.751 * 3.749 *U 7.500 * 7.500 * 7.302 * 6.249 * 5.693 * 5.483 * 5.479 *

S (L/250) 4.500 4.500 * 4.500 * 4.500 * 4.500 * 4.500 * 4.500 *U 7.500 * 7.500 * 7.500 * 7.446 * 6.906 * 6.806 * 6.806 *

A maximum stress level of 110MPa has been applied when generating this table.NOTE: This table is based on theoretical section properties only, not on approved AS2047 testing data.

Mullion Height (mm)



3800

3650

2000

2750

2300

2400600 900 1200 1500 1800 2100

CORNER POST - EN5010 / EP17033 / EN5010

2600

2450

Serviceability pressures have been limited to a maximum pressure of 4500Pa.



2150

3500

3350

3200

3050

2900


400 Narrowline

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01-06-2021

Span Table

Note:

S (L/250)U

S (L/250)U

S (L/250)U 1.227 * 1.120 *

S (L/250)U 1.356 * 1.244 *

S (L/250)U 1.508 * 1.391 *

S (L/250)U 1.689 * 1.568 *

S (L/250)U 5.585 * 2.105 * 1.906 * 1.783 *

S (L/250)U 6.221 * 2.381 * 2.171 * 2.051 *

S (L/250) 1.270 * 1.221 *U 6.972 * 4.756 * 3.686 * 3.081 * 2.717 * 2.500 * 2.391 *

S (L/250) 1.577 * 1.538 *U 7.500 * 5.384 * 4.192 * 3.526 * 3.135 * 2.918 * 2.835 *

S (L/250) 2.102 * 1.998 * 1.979 *U 7.500 * 6.148 * 4.813 * 4.079 * 3.666 * 3.463 * 3.425 *

S (L/250) 2.918 * 2.680 * 2.594 * 2.592 *U 7.500 * 7.091 * 5.588 * 4.782 * 4.356 * 4.196 * 4.193 *

S (L/250) 4.500 * 4.288 * 3.750 * 3.505 * 3.462 * 3.462 *U 7.500 * 7.500 * 6.576 * 5.698 * 5.285 * 5.208 * 5.208 *


2150

3500

3350

3200

3050

2900


Mullion Height (mm)



3800

3650

2000

- - -

2750

2300

- -

5.0422.464

0.734

CORNER MULLION - EN9499 / EN5014 / EN9499

--

2600

2450

1.0883.2331.2283.5071.3943.8171.5924.1701.8294.5752.115




-0.830 0.635 0.521 0.447

0.560 0.4592.178 1.658 1.353

2.365 1.802 1.473

2.576 1.967 1.610

2.818 2.155

1.3821.079 0.828 0.682 0.590

1.2610.943 0.723 0.594 0.512

- -

0.457 0.420

0.529 0.488

3.417 2.624 2.165 1.877

3.096 2.372 1.951 1.6851.438 1.109 0.920 0.802

1.768 1.5221.241 0.954 0.789 0.685

3.7921.9784.2322.352

2.896

0.617 0.572

0.726 0.678

0.864 0.8131.679 1.299 1.082 0.948

2400

4.256 3.380

2.919 2.418

3.268 2.718

600

4.500

4.500

4.500

4.116

3.434

900 1200 1500

3.445 2.716 2.320

1.535 1.285 1.133 1.040 0.988

2.829 2.216 1.878 1.683

1.834 1.543 1.371

1800 2100


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01-06-2021

Span Table

Note:

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U

S (L/250)U


2100 2400

1.209

1.362

1.541

1.753

2.007

2.312

2.682

3.136

3.699

4.000

4.000

0.820 0.630 0.521

600 900 1200 1500 1800

2.430 2.399 2.3995.500 4.593 3.979 3.691 3.637 3.6373.706 2.972 2.599

3.528 2.999 2.706 2.571 2.5552.558 2.021 1.732

2000

1.939 1.883 1.8835.500 5.077 4.006 3.434 3.137 3.033 3.032

3.060 2.434 2.1062125

5.500

1.8671.841 1.440 1.217

2250

1.300 1.227 1.2075.500 4.013 3.133 2.644 2.363 2.215 2.172

2.160 1.697 1.44423751.576 1.506 1.498

5.500 4.498

2500

0.919 0.851 0.8164.775 3.256 2.522 2.106 1.855 1.704 1.626

1.583 1.233 1.03626251.087 1.015 0.985

5.274 3.604 2.802 2.351 2.085 1.933

4.344 2.956 2.283 1.898 1.663 1.516 1.4331.371 1.064 0.890

1.361 1.227 1.1421.048 0.809 0.672

2750

0.676 0.617 0.5823.969 2.696 2.076 1.721 1.500 1.359 1.274

1.195 0.925 0.77128750.785 0.721 0.685

1.016 -

3000

0.513 0.463 0.4313.352 2.270 1.741 1.434 1.241 1.114 1.030

0.925 0.712 0.59031250.587 0.533 0.499

3.641 2.469 1.897 1.568

NOTE: This table is based on theoretical section properties, not on approved tests as specified by AS2047.

3500 2.6650.966 0.654 0.501 0.412 - - -

1.799 1.373 1.125 - -

3250

- -2.869 1.938 1.482 1.215 -



PLAIN MULLION - EP15841 / EP15841

Mullion Height (mm)



-

3375 - -1.079 0.731 0.561 0.462 -

0.451 0.406 -3.096 2.094 1.603 1.318 1.137


400 Narrowline

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01-06-2021

Span Table

Note:

S (L/250)U

S (L/250)U

S (L/250)U 1.122 * 1.038 *

S (L/250)U 1.236 * 1.150 *

S (L/250)U 1.369 * 1.283 *

S (L/250)U 1.528 * 1.443 *

S (L/250)U 1.717 * 1.638 *

S (L/250)U 2.100 * 1.947 * 1.881 *

S (L/250) 1.236 * 1.216 *U 5.500 * 2.381 * 2.231 * 2.188 *

S (L/250) 1.517 * 1.509 *U 5.500 * 4.531 * 3.021 * 2.726 * 2.591 * 2.574 *

S (L/250) 1.953 * 1.897 * 1.897 *U 5.500 * 5.115 * 4.036 * 3.460 * 3.160 * 3.056 * 3.055 *

S (L/250) 2.448 * 2.417 * 2.417 *U 5.500 * 5.500 * 4.627 * 4.009 * 3.718 * 3.664 * 3.664 *

S (L/250) 4.000 * 3.750 * 3.505 * 3.462 * 3.462 *U 5.500 * 5.500 * 5.500 * 5.500 * 5.285 * 5.208 * 5.208 *

NOTE: This table is based on theoretical section properties, not on approved tests as specified by AS2047. A maximum stress level of 110MPa has been applied when generating this table.

Mullion Height (mm)






3500

3375

2000

- -

2625

2250

2125

2500

2375

LIGHT PLAIN/POCKET MULLION MEDIUM - EP15841 / EP5408

3125

3000

2875

2750

3250

1.0872.8901.2183.1191.3723.3771.5533.668

5.3143.159

0.736

2.287

2.716

3.280

2.176

1.7673.9992.0224.3772.329

0.565 0.465 0.4021.953 1.493 1.224 1.053

4.8112.702

1.371

- -

2.110 1.615 1.328 1.145 1.024 -0.455 0.409 -

3.631 2.823 2.369

2.092 1.734 1.511

2.978 2.300 1.913 1.675

0.826 0.635 0.524

0.932 0.718 0.594

1.204 0.932 0.777

1.754 1.445

2.487 1.912 1.579

0.517 0.467 0.434

1.056 0.815 0.677 0.591 0.537 0.5021.250

0.681 0.622 0.586

1.381 1.072 0.897 0.791 0.726 0.690

1.310

3.727 2.577 2.036 1.745 1.588

0.926 0.857 0.822

1.855 1.451 1.226 1.095 1.023 0.992

4.043 3.156 2.664

1.595 1.242 1.0442.541 2.122 1.869

4.000 3.083 2.452 2.121

4.000 3.734 2.994 2.619

1.710 1.455

3.554

1500 1800 2100 2400

4.000 4.000

600 900 1200

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01-06-2021

Span Table

Note:

S (L/250)U

S (L/250)U

S (L/250)U 1.129 * 1.031 *

S (L/250)U 1.248 * 1.145 *

S (L/250)U 1.387 * 1.280 *

S (L/250)U 1.554 * 1.442 *

S (L/250)U 1.937 * 1.753 * 1.641 *

S (L/250)U 5.722 * 2.190 * 1.997 * 1.887 *

S (L/250) 1.261 * 1.213 *U 6.414 * 2.835 * 2.499 * 2.300 * 2.200 *

S (L/250) 1.566 * 1.527 *U 7.240 * 4.953 * 3.856 * 3.243 * 2.884 * 2.685 * 2.608 *

S (L/250) 2.087 * 1.984 * 1.965 *U 8.238 * 5.656 * 4.427 * 3.752 * 3.372 * 3.185 * 3.150 *

S (L/250) 2.898 * 2.662 * 2.576 * 2.574 *U 8.600 * 6.523 * 5.141 * 4.399 * 4.007 * 3.860 * 3.857 *

S (L/250) 4.500 4.500 * 4.258 * 3.724 * 3.481 * 3.437 * 3.437 *U 8.600 * 7.612 * 6.050 * 5.242 * 4.862 * 4.791 * 4.791 *

NOTE: This table is based on theoretical section properties, not on approved tests as specified by AS2047. A maximum stress level of 110MPa has been applied when generating this table.

Mullion Height (mm)






3800

3650

2000

- - -

2750

2300

2150

---

2600

2450

HEAVY PLAIN/POCKET MULLION MEDIUM - EP15841 / EP5409

3500

3350

3200

3050

2900

2.9741.080 0.729 0.557 0.456

2.0041.220 0.824 0.630 0.517 0.444

1.525 1.244 - -

- -1.385 0.937 0.717 0.590 0.508 0.454 0.4173.226 2.175 1.658 1.355 1.160

0.525 0.484

1.816 1.232 0.948 0.783 0.680 0.612 0.5683.836 2.592 1.982 1.627 1.4001.581 1.071 0.822 0.677 0.586

0.721 0.673

2.447 1.667 1.290 1.074 0.941 0.858 0.8074.638 3.143 2.414 1.992 1.7272.100 1.428 1.101 0.913 0.796

1.033 0.981

3.410 2.336 1.821 1.532 1.361

2.875 1.964 1.524 1.276 1.125

1.550

3.511 2.370 1.809 1.481 1.271

4.500 3.421 2.696 2.304

4.087 2.809 2.201 1.865 1.671

5.137 3.488 2.685 2.224

3.893 3.007 2.501

4.208 2.848 2.182 1.795

1500 1800 2100 2400

4.375 3.391

600 900 1200

4.500 4.226 3.357


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01-06-2021

Span Table

Note:

S (L/250) 3.000 *U 3.618 * 2.347 * 1.670 *

S (L/250) 3.000 *U 3.631 * 2.394 * 1.719 * 1.025 *

S (L/250) 3.000 *U 3.671 * 2.456 * 1.777 * 1.069 *

S (L/250) 3.000 * 2.122 *U 3.737 * 2.533 * 1.846 * 1.412 * 1.118 *

S (L/250) 3.000 * 2.195 * 1.401 *U 3.832 * 2.627 * 1.927 * 1.480 * 1.176 *

S (L/250) 3.000 * 2.283 * 1.467 *U 3.958 * 2.740 * 2.022 * 1.559 * 1.241 * 1.013 *

S (L/250) 3.000 * 2.390 * 1.545 *U 4.118 * 2.876 * 2.134 * 1.651 * 1.318 * 1.077 *

S (L/250) 3.000 * 2.520 * 1.637 *U 4.319 * 3.041 * 2.267 * 1.759 * 1.407 * 1.152 *

S (L/250) 3.000 * 2.677 * 1.748 *U 4.500 * 3.239 * 2.425 * 1.887 * 1.512 * 1.240 * 1.036 *

S (L/250) 3.000 * 2.869 * 1.881 *U 4.500 * 3.479 * 2.615 * 2.040 * 1.638 * 1.345 * 1.125 *

S (L/250) 3.000 * 3.000 * 2.044 * 1.418 * 1.025 *U 4.500 * 3.775 * 2.847 * 2.226 * 1.790 * 1.472 * 1.232 *

S (L/250) 3.000 * 3.000 * 2.246 * 1.562 * 1.131 *U 4.500 * 4.143 * 3.134 * 2.456 * 1.977 * 1.627 * 1.363 *

S (L/250) 3.000 * 3.000 * 2.503 * 1.744 * 1.265 *U 4.500 * 4.500 * 3.496 * 2.745 * 2.213 * 1.823 * 1.528 *


-

-

-

-

-



Transom Width (mm)


1500

1425

1350

1275

1200

1125

1050

200017501500

-1.980

TRANSOM 1 - EN5021

Transom Spacing (mm) Maximum Design Pressure (kPa)


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

975

900

825

750

675

600

3000275025002250

1.226 0.817 0.574 0.420

2.016 1.259 0.844 0.595 0.4371.258 0.987 0.797

2.063 1.298 0.875 0.619 0.455

1.346 0.911 0.647 0.477

0.953 0.679 0.502

1.002 0.716 0.530 0.404

1.059 0.759 0.563 0.429

1.126 0.809 0.601 0.459

1.206 0.868 0.646 0.494

1.302 0.939 0.700 0.536

0.765 0.587

0.845 0.649

0.946 0.727

0.961

0.898

0.843

0.958 -

0.909 -

1.353 0.867 -

1.302 0.830 -

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Span Table

Note:

S (L/250) 3.000 * 2.536 * 1.569 * 1.046 *U 4.500 * 3.156 * 2.245 * 1.692 * 1.327 * 1.071 *

S (L/250) 3.000 * 2.582 * 1.612 *U 4.500 * 3.220 * 2.311 * 1.751 * 1.378 * 1.116 *

S (L/250) 3.000 * 2.642 * 1.663 *U 4.500 * 3.303 * 2.390 * 1.820 * 1.437 * 1.166 *

S (L/250) 3.000 * 2.717 * 1.723 *U 4.500 * 3.406 * 2.483 * 1.899 * 1.504 * 1.223 * 1.015 *

S (L/250) 3.000 * 2.810 * 1.794 *U 4.500 * 3.532 * 2.591 * 1.991 * 1.581 * 1.288 * 1.071 *

S (L/250) 3.000 * 2.924 * 1.878 *U 4.500 * 3.685 * 2.719 * 2.097 * 1.669 * 1.363 * 1.134 *

S (L/250) 3.000 * 3.000 * 1.978 *U 4.500 * 3.868 * 2.870 * 2.220 * 1.772 * 1.449 * 1.208 *

S (L/250) 3.000 * 3.000 * 2.096 * 1.442 * 1.036 *U 4.500 * 4.089 * 3.048 * 2.366 * 1.892 * 1.549 * 1.293 *

S (L/250) 3.000 * 3.000 * 2.238 * 1.544 * 1.112 *U 4.500 * 4.355 * 3.261 * 2.538 * 2.034 * 1.668 * 1.393 *

S (L/250) 3.000 * 3.000 * 2.409 * 1.667 * 1.203 *U 4.500 * 4.500 * 3.516 * 2.744 * 2.203 * 1.809 * 1.512 *

S (L/250) 3.000 * 3.000 * 2.618 * 1.816 * 1.313 *U 4.500 * 4.500 * 3.828 * 2.994 * 2.407 * 1.979 * 1.656 *

S (L/250) 3.000 * 3.000 * 2.877 * 2.001 * 1.448 * 1.083 *U 4.500 * 4.500 * 4.214 * 3.302 * 2.659 * 2.188 * 1.833 *

S (L/250) 3.000 * 3.000 * 3.000 * 2.234 * 1.619 * 1.212 *U 4.500 * 4.500 * 4.500 * 3.691 * 2.976 * 2.451 * 2.054 *



Transom Width (mm)


1500

1425

1350

1275

1200

1125

1050

1.080 0.762 0.559 0.4230.923

TRANSOM 2 - EN5020 / EN9499

Transom Spacing (mm) Maximum Design Pressure (kPa)


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

975

900

825

750

675

600

0.8850.4060.5380.735

0.4420.9660.464

0.489

0.517

0.550

0.588

0.633

0.687

0.751

0.831

0.931

17501500 2000 2250 2500 2750 3000

1.120 0.793 0.583

1.166 0.829 0.611

1.220 0.869 0.642

1.283 0.917 0.679

0.897

0.980

1.356 0.972 0.721

0.770

0.828


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01-06-2021

Span Table

Note:

S (L/250) 2.200 2.200 2.200 2.200 1.670 1.175 0.853U 3.300 3.300 3.300 3.300 3.300 3.230 2.561

S (L/250) 2.200 2.200 2.200 2.200 1.670 1.175 0.853U 3.300 3.300 3.300 3.300 3.300 3.230 2.561

S (L/250) 2.200 2.200 2.200 2.200 1.670 1.175 0.853U 3.300 3.300 3.300 3.300 3.300 3.230 2.561

S (L/250) 2.200 2.200 2.200 2.200 1.670 1.175 0.853U 3.300 3.300 3.300 3.300 3.300 3.230 2.561

S (L/250) 2.200 2.200 2.200 2.200 1.670 1.175 0.853U 3.300 3.300 3.300 3.300 3.300 3.230 2.561

S (L/250) 2.200 2.200 2.200 2.200 1.670 1.175 0.855U 3.300 3.300 3.300 3.300 3.300 3.230 2.565

S (L/250) 2.200 2.200 2.200 2.200 1.670 1.175 0.858U 3.300 3.300 3.300 3.300 3.300 3.230 2.577

S (L/250) 2.200 2.200 2.200 2.200 1.670 1.177 0.863U 3.300 3.300 3.300 3.300 3.300 3.236 2.596

S (L/250) 2.200 2.200 2.200 2.200 1.670 1.182 0.871U 3.300 3.300 3.300 3.300 3.300 3.253 2.622

S (L/250) 2.200 2.200 2.200 2.200 1.672 1.191 0.881U 3.300 3.300 3.300 3.300 3.300 3.280 2.656

S (L/250) 2.200 2.200 2.200 2.200 1.681 1.203 0.894U 3.300 3.300 3.300 3.300 3.300 3.300 2.698

S (L/250) 2.200 2.200 2.200 2.200 1.696 1.219 0.909U 3.300 3.300 3.300 3.300 3.300 3.300 2.749

S (L/250) 2.200 2.200 2.200 2.200 1.717 1.240 0.927U 3.300 3.300 3.300 3.300 3.300 3.300 2.808

900 1050 1200 1350 1500 1650 1800


1800

1725

1650

110mm MIDRAIL - EN2849

Above MidrailHeight (mm) Maximum Design Pressure (kPa)

Midrail Width (mm)

2100

2025

This table has been based on a below midrail height of 900mm.

Serviceability pressures have been limited to a maximum Serviceability Pressure of 2200Pa.Serviceability pressures have not been limited by water performance. Where water performance is necessary, refer to Product Specifications page.

1950

1875

NOTE: This table is based on theoretical section properties, not on approved tests as specified by AS2047.

1575

1500

1425

1350

1275

1200

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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

Downward Deflection (mm)


900800


120011001000

Transom Width (mm)Downward

Deflection (mm)


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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



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).


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Note:

10 10 10 10 10 10 10

10 10 10 10 10 10 10

10 10 10 10 10 10 10

10 10 10 10 10 10 10

10 10 10 10 10 10 10

10 10 10 10 10 10 10

10 10 10 10 10 10 10

600 800 1000 1200 1400 1600 1800

1.0 1.3 1.7 2.0 2.3 2.7 3.0

10 10 10 10 10 10 10

10 10 10 10 10 10 10

10 10 10 10 10 10 10

10 10 10 10 10 10 10

10 10 10 10 10 10 10

10 10 10 10 10 10 10

10 10 10 10 10 10 10

600 800 1000 1200 1400 1600 1800

1.0 1.3 1.7 2.0 2.3 2.7 3.0

NOTE: This table is based on theoretical section properties. A deflection ratio of L/600 has been assumed, resulting in the individual deflection figures listed on the tables.

1200

Glass thickness has been limited to 10mm according to the capacity of the suite.

110mm MIDRAIL - EN2849

Height AboveMidrail (mm)

Midrail Width (mm)

These tables have been developed to assist Fabricators in making an assessment of the maximum glass thickness that the midrail member can support before it is considered unstable (deflection & stress).

120013501500



1350

1650180019502150


Height AboveMidrail (mm)

Midrail Width (mm)Downward

Deflection (mm)

16501500


215019501800


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ScaleExtrusionsP.P.

44

101.5

EN9457 LIGHTWEIGHT FRAMEPaint Perimeter: 196mmAnodised Perimeter: 586mm

P.P.

44

101.5

EN5010 STANDARD FRAMEPaint Perimeter: 195mmAnodised Perimeter: 578mm

44

101.5

EN5011 HEAVY DUTY FRAMEPaint Perimeter: 195mmAnodised Perimeter: 571mm

P.P.

IDENTIFIED BYSINGLE PIP

IDENTIFIED BYDOUBLE PIPS

IDENTIFIED BYTRIPLE PIPS

REFER TO SUB SILL & SUB FRAME TECHNICALMANUAL FOR SUB FRAME INFORMATION

Section 3 - Page 1

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ScaleExtrusions

28

101.5

EN5016 NARROW FRAMEPaint Perimeter: 176mmAnodised Perimeter: 514mm

P.P.

47

101.525

EP4845 EXTERNAL FLANGE FRAMEPaint Perimeter: 170mmAnodised Perimeter: 537mm

101.5

44

P.P.

EN5022 PLAIN FRAMEPaint Perimeter: 212mmAnodised Perimeter: 466mm

Section 3 - Page 2

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ScaleExtrusions

101.5

22

P.P.

EP5408 LIGHT S / M MULLIONPaint Perimeter: 130mmAnodised Perimeter: 496mm

101.5

22

P.P.

EP5409 HEAVY S / M MULLIONPaint Perimeter: 130mmAnodised Perimeter: 510mm

EP15841 PLAIN S / M MULLIONPaint Perimeter: 268mmAnodised Perimeter: 401mm

22

101.5P.P.

Section 3 - Page 3

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ScaleExtrusions

P.P.

44

101.5

EN5020 STANDARD SILL / TRANSOMPaint Perimeter: 130mmAnodised Perimeter: 480mm

P.P.

44

101.5

EN5021 TUBULAR TRANSOMPaint Perimeter: 195mmAnodised Perimeter: 442mm

Section 3 - Page 4

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ScaleExtrusions

P.P.

43

23

EN5031 SLOPING BEADPaint Perimeter: 100mmAnodised Perimeter: 184mm

P.P.

EN5032 SQUARE BEADPaint Perimeter: 100mmAnodised Perimeter: 206mm

43

23

43

23

EP12761 BRACED BEADPaint Perimeter: 127mmAnodised Perimeter: 190mmREFER TO SECTION 2c SPAN TABLESFOR RECOMMENDED USAGE

P.P.

22

14

44

110

EN2849 110mm MIDRAILPaint Perimeter: 242mmAnodised Perimeter: 524mm

EK7556 MIDRAIL BEADPaint Perimeter: 100mmAnodised Perimeter: 137mm

P.P.

P.P.

Section 3 - Page 5

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ScaleExtrusions

101.5

101.5

101.5

101.5

P.P.

P.P.

EP17033 90° POSTPaint Perimeter: 344mmAnodised Perimeter: 515mm

EP17034 180° POSTPaint Perimeter: 344mmAnodised Perimeter: 515mm

Section 3 - Page 6

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ScaleExtrusions101.5

101.5

EN5014 2 / 3 WAY CORNERPaint Perimeter: 231mmAnodised Perimeter: 769mm

P.P.

EN5029 BUILD IN FILLERPaint Perimeter: 145mmAnodised Perimeter: 327mm

80

P.P.

39

P.P.

141

21

EP10567 FIXING ADAPTORPaint Perimeter: 100mmAnodised Perimeter: 395mm

20

Section 3 - Page 7

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ScaleExtrusions

P.P.

80

42

EQ6368 NAILING FIN ADAPTORPaint Perimeter: 152mmAnodised Perimeter: 291mm

P.P.

16.5

11

EK5925 FLUSH FILLERPaint Perimeter: 100mmAnodised Perimeter: 100mm

P.P.80

18

EN9499 POCKETED FILLERPaint Perimeter: 100mmAnodised Perimeter: 307mm

P.P.807

EN5028 FLAT FILLERPaint Perimeter: 100mmAnodised Perimeter: 223mm

P.P.

1612.5

15.5

EP5447 NARROW FRAME HOOK BEADPaint Perimeter: 100mmAnodised Perimeter: 100mm

EP12061 REVEAL FIN ADAPTORPaint Perimeter: 326mmAnodised Perimeter: 326mm

38.5

80

35

19.5

Section 3 - Page 8

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Extrusion Data

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

EK5925 Flush Filler 0.452 1.356 0.062 0.166EK7556 Midrail Bead 5.135 2.142 0.351 0.279EN2849 110mm Midrail 882.009 229.611 14.514 9.548EN5010 Standard Frame 112.318 670.803 3.868 13.156EN5011 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 0.736 133.141 0.150 3.329EN5029 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 1.789EP15841 Plain S/M Mullion 38.328 557.011 1.122 10.640EP17033 90º Post 1625.043 1629.309 27.836 27.961EP17034 180º Post 1552.986 1714.435 30.565 28.101EP4845 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 21.187 135.920 0.645 3.190

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

Structural Properties *Extrusion Description

01-11-2017 Section 3 - Page 9

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Not to ScaleComponents

300841SMALL BULB SEAL250m ROLL(M027403)

316051CO-EXT EXPANSION JOINT SEAL500m ROLL - SC(10148)

300163BUILD IN BRACKETEACH(M400565)

30005910g x 25mm SS PAN SCREWEACH(M028598)

13 x 12mm GLASS SETTING BLOCK

SMALL JOINT SEALANT

SILICONE

RECOMMENDED FOR COMPATIBILITY WITH END DAMS: - DOW CORNING 739 - DOW CORNING 795 - DOW CORNING 791 - DOW CORNING 580

CLOSED CELL BACKING ROD

NON STOCKED ITEMS

321149400 FRAME GASKETEACH(SPD04746)

NOTE: EACH GASKET WHEN ASSEMBLED MEASURES 0.35MM. PLEASE TAKETHIS INTO CONSIDERATION WHEN DETERMINING HEAD CUT LENGTH.

321150400 SILL GASKETEACH(SPD04747)

NOTE: EACH GASKET WHEN ASSEMBLED MEASURES 0.35MM. PLEASE TAKE THISINTO CONSIDERATION WHEN DETERMINING SILL/TRANSOM CUT LENGTHS.

322026POCKET FILLEREACH - CLEAR(SPD04773)

TRIM TO SUIT SHALLOW POCKETS

300001GLAZING WEDGE 3mm GAP100m ROLL(M027101)




315787CO EXT CAPTIVE WEDGE 3mm GAP200m ROLL(MSC34)

315788CO EXT CAPTIVE WEDGE 5mm GAP100m ROLL(MSC28)

Section 4 - Page 1

400 Narrowline

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01-06-2021

Scale 1:2Configurations

STANDARDMULLION

SELF MATINGMULLION

2 / 3 WAYPOST

SUB FRAME

01

01

03

02

03

02

05 0504 06 07

08

04 06 07

08

JAMB

Section 5 - Page 1

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01-06-2021

Scale 1:2Vertical Arrangement 01, 02 & 03 - Head, Transoms & Sill

2044

DAYL

IGHT

= D

O44

DAYL

IGHT

= D

O44

DAYL

IGHT

= D

O44

SMALL BULB SEAL300841

SUB HEAD

STANDARD FRAMEEN5010

SQUARE BEADEN5032

SLOPING BEADEN5031

TUBULAR TRANSOMEN5021

GLAZING WEDGE

STANDARD SILLEN5020

POCKETED FILLEREN9499

GLASS SETTING BLOCK

SILICONE SEALCLOSED CELLBACKING ROD

SUB SILL

SUB SILL END DAM

POCKETED FILLEREN9499150mm @ 600 CTRS

STANDARD SILLEN5020

MIN

GLAS

S HE

IGHT

= H

+ 18

GLAS

S HE

IGHT

= H

+ 18

GLAS

S HE

IGHT

= H

+ 18

BRACED BEADEP12761

2 PIECETRANSOM

TUBULARTRANSOM

SUB HEAD

SILL

1

2

2

3

REFER TO SUB SILL & SUB FRAME TECHNICAL MANUAL FOR SUB FRAME DETAILS

OUTS

IDE

Section 6 - Page 1

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01-06-2021

Scale 1:2Vertical Arrangement 02 & 03 - Internal Glazing & Midrail

GLAS

S HE

IGHT

= D

O +

18DA

YLIG

HT O

PENI

NG =

DO

4444

SQUARE BEADEN5032


GLASS SETTING BLOCK

STANDARD SILLEN5020

GLAZING WEDGE

SILICONE SEALCLOSED CELL BACKING RODSUB SILL

TRAN

SOM

HEIG

HT =

TH

SUB SILL END DAM

INTERNAL GLAZINGINTERNALLY BEADED FRAMES ARE ONLY POSSIBLE IF DRAINAGE IS PROVIDEDTHROUGH MULLIONS & JAMBS. REFER SECTION 10, PAGE 2

INTERNAL SILL3

INTERNALTRANSOM

2


110

DAYL

IGHT

OPE

NING

= D

OHGL

ASS

HEIG

HT -

DOH

+ 24

MIDRAILMIRROR FOR

EXTERNAL BEADED

2

OUTS

IDE

110mm MIDRAILEN2849

MIDRAIL BEADEK7556

Section 6 - Page 2

400 Narrowline

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01-06-2021

Scale 1:2Vertical Arrangement 02 & 03 - Alt. Head & Jamb Fixings

44


OUTS

IDE

HEAD & JAMBFIXING ADAPTOR FOR

TIMBER REVEAL

1 & 4 REVEAL FIN ADAPTOREP12061

BUILD IN FILLEREN5029

NAILING FIN ADAPTOREQ6368

44


HEAD & JAMBFIXING ADAPTOR FOR

CONCRETE

1 & 4FIXING ADAPTOREP10567

44


ANGLE FIXHEAD & JAMB

1 & 4

OUTS

IDE

OUTS

IDE

10g x 12mm CSK SCREWFIX @ APPROPRIATE CTRS

SILICONE SEAL

10g x 12mm CSK SCREWFIX @ APPROPRIATE CTRS

POCKETED FILLEREN9499150mm@600 CTRS

ANGLE

5035.5

27

3050

Section 6 - Page 3

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01-06-2021

Scale 1:2Horizontal Arrangements 04 & 05 - Jamb & Mullions

LIGHTMULLION 1

GLASS WIDTH = DOW + 18DAYLIGHT = DOW*44 44

GLASS WIDTH = DOW + 18DAYLIGHT = DOW* 4444


LIGHTWEIGHTFRAMEEN9457

GLAZINGWEDGE


LIGHTMULLION 2

LIGHTMULLION 3

STANDARDJAMB

HEAVY DUTY FRAMEEN5011

GLAZING WEDGE



SILICONE SEALCLOSED CELLBACKING ROD

OUTSIDE

OUTSIDE

4 5

5 5

POCKET FILLER322026AT TRANSOMTRIMMED WHERE REQ.

* IF USING END GASKETS - EACH GASKET WHEN ASSEMBLED MEASURES 0.35MM. PLEASE TAKE THISINTO CONSIDERATION WHEN DETERMINING HEAD, SILL & TRANSOM CUT LENGTHS.

Section 6 - Page 4

400 Narrowline

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01-06-2021

Scale 1:2Horizontal Arrangements 04, 06 & 08 - Alt. Jambs & Self Mating Mullions

SUB JAMB MEDIUMMULLION 1

MEDIUMMULLION 2

HEAVY DUTYMULLION

GLASS WIDTH = DOW + 18202

DAYLIGHT = DOW*44 46

GLASS WIDTH = DOW + 18DAYLIGHT = DOW*

2 246 46

HEAVY S/M MULLIONEP5409

CO-EXT EXPANSION JOINT SEAL316051

LIGHT S/M MULLIONEP5408

LIGHT S/M MULLIONEP5408


GLAZING WEDGE


SMALL BULB SEAL300841

SUB FRAMEBASE

OUTSIDE

OUTSIDE

POCKETED FILLEREN9499150mm @ 600 CTRS FROM CTR

MIN

SUB FRAME BEAD

28

NARROW FRAMEEN5016

TYP ANGLE TRIM

ALT. NARROWJAMB

8 6

6 6 4


REFER TO SUB SILL & SUB FRAME TECHNICAL MANUAL FOR SUB FRAME DETAILS

246


PLAIN S/M MULLIONEP15841

LOUVRE,SASHLESSDOUBLE HUNGOR OTHERSUITABLEPRODUCTS

PLAIN MULLIONMATING WITH OTHER PRODUCTS

6

SILICONE SEALBOTTOM 100mm

POCKET FILLER322026

AT TRANSOMTRIMMED WHERE REQ.


Section 6 - Page 5

400 Narrowline

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01-06-2021

Scale 1:2Horizontal Arrangement 07 - 90° & 180° Posts

NARROW FRAMEEN5016

180° POSTEP17034

GLAZING WEDGE

STD FRAMEEN5010

90° POSTEP17033

7

7

28 101.6 44

101.644

101.6

44

SILICONEFULL HEIGHT

Section 6 - Page 6

400 Narrowline

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01-06-2021

Scale 1:2Horizontal Arrangement 07 - 2 / 3 Way Post Mullion & Corner

9101.5

6

FLUSH FILLEREK5925

2/3 WAY CORNEREN5014

GLAZING WEDGEPOCKETED FILLEREN9499SILICONE BUTT

9101.5

OUTSIDE

OUTSIDE

FLAT FILLEREN5028

OUTS

IDE

7

7

Section 6 - Page 7

400 Narrowline

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01-06-2021

Scale 1:2Arrangement - Interior Glazed Partition

DAYL

IGHT

= D

O28

28GL

ASS

HEIG

HT =

DO

- 12

NARROW FRAMEEN5016

FLAT FILLEREN5028

NARROW FRAME HOOK BEADEP5447GLAZING WEDGE

GLASS SETTING BLOCK

20mm PACKER

INTERIOR GLAZED PARTITIONA SUGGESTED DETAIL FOR LOW PROFILE HEADS & SILLS FOR INTERIOR USEONLY.

DAYLIGHT = DO* 2828GLASS WIDTH = DO + 18

NARROW FRAMEEN5016

FLAT FILLEREN5028

GLAZING WEDGE


Section 6 - Page 8

400 Narrowline

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01-06-2021

Scale 1:2Glazing Details

01-02-2017

16

9

16

9

16

9

16

9

WET GLAZING

- WHERE THE GLASS THICKNESS PERMITS, INSERT A BACKING ROD ON EITHER SIDE OF THEGLASS.

- CENTRE THE GLASS WITHIN THE GLAZING POCKET USING THE APPROPRIATE PACKERS ONEITHER SIDE.

- APPLY A CONTINUOUS SILICONE BEAD AROUND THE FULL PERIMETER OF THE FRAME, BOTHINSIDE AND OUT.

1414

BACKINGROD

Section 7 - Page 1

400 Narrowline

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01-06-2021

01-11-2017

Assembly - Head & Posts Not To Scale

FRAME(MULLION/JAMB)

FRAME (HEAD)


150mm @ 600 CTRS

FRAME HEAD

10g x 25mm SS PAN SCREW300059EXPOSED SCREWS AND HOLES TO BESEALED INCLUDING ANY UNUSEDHOLES CREATED BY A PUNCH TOOL

FULL LENGTH CAULKINGPRIOR TO APPLICATION

ASSEMBLED FRAME

180° POSTEP17034180° POST

90° POST SIMILAR

FRAME END GASKET*321149ALT. USE SMALL JOINT SEALANT

* EACH GASKET WHEN ASSEMBLED MEASURES 0.35MM. PLEASE TAKETHIS INTO CONSIDERATION WHEN DETERMINING HEAD, SILL & TRANSOM CUT LENGTHS.

Section 9 - Page 1

400 Narrowline

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01-06-2021

01-08-2013

Assembly - Sill & Internally Glazed Sill Not To Scale

SILL

FRAME(MULLION/JAMB)

SILL

10g x 25mm SS PAN SCREW300059

EXPOSED SCREWS AND HOLES TO BESEALED INCLUDING ANY UNUSED

HOLES CREATED BY A PUNCH TOOL

INTERNALLY GLAZED SILL


150mm @ 600 CTRS

POCKETED FILLEREN9499SEAL INTO POSITION FULL LENGTHALT. FLAT FILLER EN5028

FRAME (JAMB)

SILL END GASKET*321150

ALT. USE SMALL JOINT SEALANT

SILL


BEADAPPLIED AFTER GLASS

BEADAPPLY AFTER GLASSSEAL INSIDE LEG INTO POSITION FULL LENGTHSEAL BOTH ENDS WITH SMALL JOINT SEALANT

* EACH GASKET WHEN ASSEMBLED MEASURES 0.35MM. PLEASE TAKE THIS INTO CONSIDERATION WHEN DETERMINING HEAD, SILL & TRANSOM CUT LENGTHS.

Section 9 - Page 2

400 Narrowline

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01-06-2021

01-07-2018

Assembly - Transom Not To Scale

FRAME (MULLION)JAMB SIMILAR

POCKETED FILLEREN9499SEAL INTO POSITION FULL LENGTH

SILL END GASKET*321150ALT. USE SMALL JOINT SEALANT

TUBULAR TRANSOMEN5021

10g x 25mm SS PAN SCREW300059EXPOSED SCREWS AND HOLES TO BESEALED INCLUDING ANY UNUSEDHOLES CREATED BY A PUNCH TOOL

TUBULAR TRANSOM

INTERNALLY GLAZED 2-PIECE TRANSOM

SELF MATINGMULLIONSEAL BOTTOM 100mm

BEADAPPLY AFTER GLASSSEAL INSIDE LEG INTO POSITION FULL LENGTHSEAL BOTH ENDS WITH SMALL JOINT SEALANT

DRAIN HOLE Ø9mm


POCKET FILLER320026

ENTIRE POCKET COMPLETELYSEALED OVER POCKET FILLER

WITH SILICONE

* EACH GASKET WHEN ASSEMBLED MEASURES 0.35MM. PLEASE TAKE THIS INTO CONSIDERATION WHEN DETERMINING HEAD, SILL & TRANSOM CUT LENGTHS.

Section 9 - Page 3

400 Narrowline

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01-06-2021

Scale 1:2Assembly - Built In Bracket

BUILD IN BRACKET300163

PRECAST CONCRETE CONSTRUCTION

SILICONE BEAD

Section 9 - Page 4

400 Narrowline

©


01-06-2021

Scale 1:2Assembly - Glazing

TILT GLASS INTO JAMB

CENTRE GLASS IN JAMBS

LIFT GLASS INTO HEADINSERT SETTING BLOCKS

SNAP ON BEADROLL IN GLAZING WEDGE/S

CAPTIVE WEDGE INSTALLED DURINGFRAME ASSEMBLY

EQUAL COVER EQUAL COVER

Section 9 - Page 5

400 Narrowline

©


01-06-2021

Scale 1:2Machining - Jambs21 21

40

40

14

Ø5TYP

VARIOUSALL JAMB & MULLION SECTIONS

21 21

2421

Ø5TYP

Ø5TYP

EN9499 . EN5028POCKETED . FLAT FILLER

EN9457EN5010EN5011

436

436

14

HEAD

TUBULARTRANSOM

2 PIECETRANSOM

SILL

ALT.HEAD

ALT.HEAD

10 10

CTR CTR CTR CTR

CTR CTR

CTR

CTRS

CTR

CTRS

CTR

CTR

CTR

CTR

CTR

CTR


EN9499 . EN5028POCKETED . FLAT FILLER

10 10CTR CTR

33 334

76.5

25.5

CTRS

CTRS

CTR

CTR CTR

MIDRAIL

Section 10 - Page 1

400 Narrowline

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01-06-2021

Scale 1:2Machining - Internal Jambs

40

14


3.536

436

10INTERNALTUBULARTRANSOM

INTERNAL 2PIECE

TRANSOM

INTERNALSILL

Ø10TYP

12.5

23

Ø5TYP

1010

CTR

CTR CTR

CTR

CTRS

CTR

CTRS

CTR

CTR

CTRS

CTR

21 2140

Ø5TYP

EN9457EN5010EN5011

HEAD

CTR CTRCT

R


1010CTR CTR

3333

3.576

.525

.5CT

RSCT

RSCT

R

CTRCTR

MIDRAIL

90 CTR

℄

Section 10 - Page 2

400 Narrowline

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01-06-2021

Scale 1:2Machining - Sill & External Transom Drainage

EN5020STANDARD SILL

21CTR

50 CTR

50 CTR

Ø10TYP

EN5020EXTERNAL TRANSOM

50 5025 25CTR CTR

3.2

Section 10 - Page 3

400 Narrowline

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01-06-2021

Scale 1:2Machining - Tubular Transom Drainage

EN5021TUBULAR TRANSOM

5025

50 CTR

TYP

(3)

CTR

6

Section 10 - Page 4

400 Narrowline

©


01-06-2021

Scale 1:2Machining Bead Drainage

DRAINAGE OPTION 1 - ALL BEADS

DRAINAGE OPTION 2 - ALL BEADS

ADDITIONAL DRAINAGE - EXTERNAL 2 PIECE TRANSOM & MIDRAIL ONLY

5.56.5

25TYP50

50

CTR

CTR

66

EN5032 . EP12761SQUARE . BRACED BEAD

EN5031SLOPING BEAD


EN5031SLOPING BEAD

25TYP50

50

CTR

CTR

AS ABOVE

25TYP50

50CTR

25TYP50

50CTR

30° 30°


EN5031SLOPING BEAD

5

EK7556MIDRAIL BEAD

EK7556MIDRAIL BEAD

ASABOVE

EK7556MIDRAIL BEAD

ASABOVE

6

Section 10 - Page 5

400 Narrowline

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01-06-2021

technical manual ags-400narrowline capral

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