IG Lintels

n

I (31.9) 1 Xh2 I I I I

litram

May2005

r- - I

LINTELLIGENCE

I- in manufacturing enables us to meet a mwhg need for lMds of nOnatOndard bbsiQn - wa 8stabHShsd our special lintek dafmttnent sgadtice(lytosatisfythose~.

I I Feature5

WWW. ig ftd .Co. u k www.expamet.co. u k

I U/

INTRODUCTION 2

CONTENTS 3

PRODUCT GUIDE 4-6

CAVITY WALL LINTELS

THE L l PROFILE 7

STANDARD 50-70/70-95 CAVITY 8-9

95-110/110-150 CAVITY 10-11

50-70 CAVITY 12

70-95/95-110 CAVITY 13-14

WIDE OUTER LEAF 50-1 1 0 CAVITY 15

WIDE INNER LEAF

L1/€ EAVES LINTELS

STANDARD & WIDE INNER 50-100 CAVITY

16

17

HEAVY DUTY LINTELS 50-1 10 CAVITY 18

EXTRA HEAVY DUTY LINTELS 50-110 CAVITY 19

TIMBER FRAME LINTELS

L7/50 TIMBER FRAME 40-55 CAVITY

20

21

L7/75 TIMBER FRAME 70-90 CAVITY 21

L8/50 CONCRETE INNER 50-65 CAVITY 21

SINGLE WALL LINTELS 22

L9/L1 O/L l l 23

BOX LINTELS

STANDARD

HEAVY DUTY

75-200

100-200

24

24-25

26

INTERNAL LINTELS 27

STAINLESS STEEL LINTELS 28 ~~

SPECIAL LINTELS AND FAX BACK FORM 29-32

TECHNICAL INFORMATION 33-35

LINTEL SOFFIT CLADDING 36

UNIVERSAL ARCH 37

CAVITY TRAYS 38-39

PRODUCT GUIDE

TYPE LOAD 50-70 CAVITY 70-95 CAVITY MlQCAVm = n n L l l S 5 0 L l l S 7 5 L l l S 100

itandard

Page a

L l l H D 5 0 ~~

Page 9 Page 10

L l l H D ~~

VI m - I

E

qyn L l l H D 75

Heavy DUtV

Page 8 -I Page 9 -- - Page 10

LllXHD Extra Heavy outv -

LllXHD 5 0 LllXHD 7 5 100

L Paae 8 Paae 10 P a w 9

L l l S WIL 100

itandard

Page 14

L l l H D WIL 7 5

Page 13

L l l H D WIL 100

Page 14

L l l H D WIL 5 0

Page 12

Heavy Dutv

BL!O L l l X H D WIL 100 L l l X H D WIL 5 0

Page 12 Page 13 Page 14

Ll lS WO1 75

Page 15

L l l S WO1 5 0

Page 15 Page 15 I

itandard

L l l E 5 0 L l lE 75

Page 17 ~~

Page 17 - ~~

L l l E WIL 5 0 I I 1

L5175 15/50 L51100 Heavy DUtv

Paae 18 Page 18 Paqe 18

BT L6/50 L6175

Page 19

1611 00

Page 19

m nwrll

4&

~ A V I I I W A L L LIN I t L a conr.

I 117175 I 18150

Page 21

& 17150

re Standard

r X Page 21

2:

F 8 Page 21 I

Page 11

111s 130

Page 11

P c 111s 110 > 5 Standard E

Page 11

The tables on these pages provide the specifier with a quick

guide to IG's range of steel lintels.

Lintels are identified by type, loading characteristics and cavity

widths with reference to the appropriate page for full details.

Before consulting tabular information, specifiers are advised

to read the Technical Information pages 33-35 to verify

that properties and installation of IG steel lintels meet the

requirements of intended usage.

For standard duty loading conditions only

C A V I T Y S I Z E ( C l e a r )

S Q I a ] Z I D I # I ] 95 I t a 0 1 Q I tlB p u I Isu

Ll /S50 1 L l /S50 1 L l lS75 1 L l /S75 Ll/S 100 Ll/SlOO 1 Ll/S 100 1 Ll/S 110 1 L l /S130 1 Ll/S 150 .~~ -- ~ _ _ _ _

Ll/S75 ~ L l /S 100 1 Ll/SlOO ~

L l /S WIL75 ' Ll/S loo 1 LlW WlLloo

Ll/S 50

'Ll/S 50/ Ll/S WIL 50

-~

Ll/S 50

Ll/S WIL 50

-~

Ll/S WIL 50

L l B WIL 50

'Ll/S WIL 50

WIL moo

Ll/S 75

'Ll/S 75/ Ll/S WIL 75

Ll/S WIL 75

_ _ _ _ ~

,* I

I LlIs wlLloo 1 'L l /Sl lO/ 1 ' L l / S l W I "Ll/S 150/ -- Ll/SWIL l lO Ll/SW1L130'Ll/SWIL150 -1 Ll/SWIL75 ~ LlW WlLlooI LlW WILloo Ll/S WIL 50

Ll/S WIL 50

-~

Ll/S WIL 75 L l lSWIL75 L IWwlL loo l L lWwlL loo L l /SwlL loo 'L1/SWIL110 Ll/SWIL130 Ll/SWIL150 1

I I

'Ll/S WIL 50 ' L lE WIL 75

WIL 751200

_ _ _ _ ~

WIL 50/200

WIL 50/200 1 WIL 50/200

N.B. 'Upstand to be positioned tight to inner block. Maximum overhang 25mm on either flange FOR IWSUUTED BONDED BLOCK ARRANGEMENTS CONTACT TECHNICAL DEPARTMENT

I I t L 3 - N

s

L9 L10 L11 BOX75 BOX 100 BOX 140 BOX200 I - 64 & 100

Where lintel requirements cannot be met from the standard range, please refer to our Special Lintels Service on page 29.

s TP - ILESS STEEL L l N l t L S 1 U N l V t K S A L AKl;

Lintels for harsh

I INTFI SI IFFIT C I AnnlNI: 1

S O F F I T C L A D D I N G f ’ l t i 36

P CAVITY TRAYS PPDeW I

A unique single element cavity tray system a

I

Cavity Wall Lintels -The L1 rrofi lel

Plastic inserts @I 300mm crs

Expanded polystyrene

Easy curtain bracket fixing. No batten required

Indented flange for plaster key

\ Plaster key across cavity

C A V I T Y W A L L L I N T E L S 503 ? A V I T Y

- 2550 2700

165

2.8

- ~

- 2850 3000

190

2.8

- ~

L l l S 50 Manufactured length 0600 150mm increments 11200 4200 3150 13350 4800 I Height ‘h’ 1 ,”, Thickness ‘t’

Gtal UDL(kN) Load ratio (1) 12

220 223

3.0 3.0

28 26

24 24

15.31 16.56

1130.9 1316.6

82.50 88.80

13406 14430

GOlOH GOlOJ

____

~.

For 50-70mm cavity wall construction. Standard duly loading condition. ,.,, 9.62 10.11

25 30 w 6.16 8.64

19 24

11.87 12.97 ~~~

Ixx (cm4)

Zxx (crn3)

Drawing reference GOlOA

503.0 723.9

31.89 136.68 47.1 1 59.96

7655 9744

GOlOF - 3 l O G - 0 =Loading tables shown tor Ll/S 50,0600 - 1500 are the result of testing in accordance with EN 846-9:200, taking into account

composite assistance from the surrounding masonry. This masonry should be of good quality to BS 5628. Minimum block crushing strength of 2.8Nhm2 and Grade 111 mortar. Minimum masonry height of 225mm.

- 1350 1500

140

2.8

30

24

10.77

329.4

35.59

5784

G020A

- ~

-~

~

~

-~

~

___

__ -

Manufactured length 0600 150mm increments 11200 I 2aoo I loo I -

143

2.8

40

30

12.03

385.1

38.22

621 0

60208

__

__

__

~

~

__

__

~ -

168 Height ‘h’ 140

Thickness ‘t’ 2.8

Total UDL(kN) Load ratio (1) 22


Finished weight (kg/m) 10.77

lxx (cm4) 329.4

Zxx (cm3) 35.59

Allowable moment (Nm) 5784

Drawing reference G020A

193 193 223 223 223

2.8 I 3.0 I 2.8 3.0 3.0 3.0

40 45 45 40

35 40 40 36

14.22 15.15 16.56 16.56

844.2 902.6 1316.6 1316.6

64.49 68.99 88.80 88.80

10479 11211 14430 14430

G020D G020E G020F G020F

:onstruction. Heavy duty loading condition. 1

40

35

13.13 16.56

1316.6

88.80

G020F

587.4

50.62

8226

G020C

1 *‘a kUhm p k I ~ d 8 d Note: Maximum block dimensions 125mm (50mm cavity)

LllXHD 50 Manufactured Length 150mm increments I 15Ol 2100

193

3.0

- -~

2400) 2700

223 I 223 I I I I I I Height ‘h’

Thickness ‘t‘ For 50-70mm cavity wall construction. Extra heavy duty loading condition. 50

45 -~ .~

Total UDL(kN) Load ratio (2) 1 45

Finished weight (kg/m) 15.15 13.97

54.15

G030A

7 ‘h’ nominal

902.6

68.99 -~

lxx (cm4)

Zxx (cm3)

Allowable moment (Nm)

~~~~~

11211

Drawing reference GO308 - + Load Ratio - see Structural Pertomancs on page 33.

70-95 rnrn C A V I T Y

C A V I T Y W A L L L I N T E L S

- 2250 2400

132 - L l I S 75 Manufactured length 1 ;;

150mm increments

Height 'h'

Thickness 't'

Total UDL(kN) Load ratio (1) __

12

1350 1650 1500 2100

79 133 2.0 2.5 14 17

10 14

6.16 9.62

62.4 274.0 11.08 31.51

1800 5121 GO408 G040C

For 70-95mm cavity wall construction. Standard duty loading condition.

2.8 23

~

17

10.77 ~

299.5 Ixx (cm4)

Zxx (cm3)


Drawing reference GO401

T i""minal

34.73

5643 GO40D -

0 = Loading tables shown for LI/S 75, 0600 - 1500 are the result of testing in accordance with EN 846-9200, taking into account composite assistance lrom the surrounding masonry. This masonry should be of good quality to BS 5628. Minimum block crushing strength of 2.8N/mmz and Grade 111 mortar. Minimum masonry height of 225mm.

I LIIHD 75 Manufactured length 0600 1350 '1650 *1950 150mm increments 1 1200 11500 1 IWII 2104

For 70-95mm cavity wall construction. Heavy duty loading condition.

L

1267.6

G050F

nominal L 'h' I

I I I

Drawing reference G050A G050A GO508 G050C

, ) A. CmtlmRO WBitl pllwr Note: Maximum block dimemions 12Smm (70mm cavity)

~

Manufactured length 150mm increments LIIXHD 75 Height 'h'

For 70-95mm cavity wall Thickness 't' construction. Extra heavy duty loading condition. Total UDL(kN) Load ratio (1:

~

Total UDL(kN) Load ratio (2: Finished weight (kg/m)

Ixx (cm4)

Zxx (cm3)


Drawing reference

Load Ratio - see Structural Performance on page 33. I

95-1 10 mm I I C A V I T Y W A L L L I N T E L S

J C A V I T Y

. - . I 1

Manufactured length 150mm increments ILI IS 100

For 95-1 1 Omm cavity wall construction. Standard duty loading condition.

1950 2250 2100 2400

136 149

2.5 2.8

20 23

15 17

10.11 11.87

307.9 430.2

35.41 45.79

5753 7440

G070C G070D

Height 'h' ~

Thickness 't' Total UDL(kN) Load ratio (1)

Total UDL(kN) Load ratio (2)

Finished weight (kglm)

_ _ _ _ - ~ ~

Ixx (cm4)

Zxx (cm3)


Drawing reference

+ 95 w 100 = Loading tables shown for Ll/S 100,0600- 1500 are the result of testing in accordance with EN 846-9 2W. taking into account composite assistance from the surrounding masonry This masonry should be of good quality to BS 5628 Minimum block crushing strength of 2 8N/mm2 and Grade 111 mortar Minimum masonry height of 225mm

LIIHD 100 Manufactured length 0601 W m m incnments 1500

' I I I I I I I I

1800 211

127 152

2.8 2.8

40 40

30 35

12.65 13.75

310.2 494.4

35.81 48.61

5819 7899

GOBOB G080C

~

Height 'h'

Thickness 't' :or 95-1 1 Omrn cavity wall construction. Heavy duty loading condition. I .

I/

I loo Manufactured length ' 150mm increments 1500 1 2100 2400 2700 +- 207 207 Height 'h' I 152 1 177 1 For 95-1 10mm cavity wall tTl3.0 Thickness 't'

construction. I I Total UOL(kN) Load ratio (1) 50 50 I Extra heavy duty loading condition. ~~

Total UDL(kN) Load ratio (2) I 45 1 - 4 5 -

45 I 40

Finished weight (kg/m)

Ixx (cm4)

Zxx (cm3)


Drawing reference

-

87.39 187.39

+ 95 94 + 100 t Load Ratio ~ see Structural Pertormance on page 33.

110-150 mm L C A V I T Y 1 I C A V I T Y W A L L L I N T E L S

9 167 170

Manufactured length 150mm increments

Height 'h' :or 11 0-1 25mm cavity wall

construction. ;tandard duty loading condition.

Thickness 't' 2.5 I 2.5

Total UDL(kN) Load ratio (I) ::IF 8.64 10.11

Total UDL(kN) Load ratio (2) y 614 776


Ixx (cm4)

Zxx (cm3)

-~ ~

t 'h' nominal

-c

58.76 67.61

9548 10987 i G91OC G9100


Drawing reference -

G910A I G91OB

+ 951- 108 100 + '

Manufactured length MOO 1950 I L l l S 130 150mm increments 1800 2400 3000

~~~ ~

Height 'h' 160 190 195

'or 130-145mm cavity wall Thickness 't' 3 0 3 0 3 0

GUDL(kN) Load ratio (1) .

20 26 26 :onstruction. ~

Standard duty loading condition. Total UDL(kN) Load ratio (2) 17 20 20

Finished weight (kglm) 13 89 15 31 17 82

618 946 1117

61 80 81 44 87 68

11247 13234 14247

~- -

.~ ~ .. -

~

-

Allowable moment (Nm) nominal ~

Drawing reference G930A 69306 G930C

+! 1

- l o o +

mtmr pl

150mm increments

Height 'h'

L l l S 150

For 150-165mm cavity wall

Total UDL(kN) Load ratio (1) 20 v construction. Standard duty loading condition.

Finished weight (kg/m) 13.89 15.31 17.82

576 895 1060

60.13 80.08 86.32

11247 13013 14027 Allowable moment (Nm) nominal

G950A G950B G950C + 95 t 148 -t O0 + Heavy dufy and Wder lnner Leaf vanants avaflable Load Ratio -see Structural Performance on page 33. - - ,

50-70 mm C A V I T Y

W I D E I N N E R L E A F

r LIIs wIL 50 Manufactund Length 150mm incnments

For 50-70mm cavity wall construction. Standard duty loading condition. I ~~ ~

~- Height 'h'

Thickness 't' Total UDL(kN) Load ratio (1)



Ixx (cm4)

-I 'h' nominal +

Zxx (cm3)


Drawing reference

n - Note: Maximum block dimensions 150mm (50mm cavity)

LI IHD WIL 50 ManukctrtrdLangth o800 1Mmm inemaents I1280

1350 '1650 *1950' I ?! 1580 11100 2100 1 2 I

I I I I I 1 I I

152 I 155 I 180 1 180 I 210 I Height 'h'

Thickness 't' Total UDL(kN) Load ratio (1) 22



Finished weight (kgh)

Ixx (cm4)

Zxx (cm3)


Drawing reference

10.77

266.5

30.64

G11OA

L I IXHD WIL 50

For 50-70mm cavity wall construction. Extra heavy duty loading condition.

Wider lnner L8af vanants avarlable Load Rabo -see Structural Performance on page 33

L-

70-95 mm W I D E I N N E R L E A F

J C A V I T Y

- Manutacturel length 0600 1650 1950 150mm increments 1500 1800 2400 L l l S WIL 75

For 70-95mm cavity wall Height 'h' 97 133 146

~ with wide inner blockhrick Thickness 't' 2.5 2.5 2.8 I construction. Total UDL(kN) Load ratio (1) 15 18 23

12 16 17 Standard loading condition. Total UDL(kN) Load ratio (2)

2551 2701

171 -

174 3.0 3.0 W& 2.8 2.8

25 30 19

12.97 __

24 'I-ll"tct 15.47 16.88 14.54 Finished weight (kg/m) 8.64 10.11 11.87 Ixx (cm4) 127.2 285.3 403.4 603.8 695.6 +

+ 'h' nominal

Zxx (cm3) I 18.86 I 32.04 I 41.81 54.52 58.12 8859 9445 Allowable moment (Nm) 3064 5206 6795

Drawing reference G130A 61308 G130C 31300 - G130E -

LI /HD WIL 75 0600 I 1350 '2W 271

Manufactured length 150mm increments 1200 1500

121 146 2.8 3.0 22 30 18 24

10.77 12.72 249.6 430.8 30.50 44.70 4957 7264 G140A G140B

Height 'h' For 70-95mm cavity wall with wide inner blockhick Construction. Heavy duty loading condition.

Thickness 't'


Total UDL(kN) Load ratio (2) Finished weight (kg/m)

Ixx (cm4) Zxx (cm3)

LIIXHD 1-JL 75 1'1

For 70-95mm cavity wall with wide inner blockhrick construction. Extra heavy duty loading condition.

+ 95 + 68 + 125 f Wider h e r Leaf variants available. Load Ratio - see Structural Performance on page 33.

95-1 10 mm C A V I T Y

W I D E I N N E R L E A F

L l l S WIL 100 For 95-1 lOmm cavity wall with wide inner blockmrii ~~

construction. Standard duty loading condition.

Finished weight (kg/m) 1 8.64 I 9.62 I 10.11

iwing reference G160A G160B G160C

I

m 1500

136

3.0

30

24

12.72

384.4

43.13

7008

G170B

- ~

~

-

-

-

-

~

~ -

I

'1 1 1208

111 -

For 95-1 1 Omm cavity wall with wide inner blocldbrick construction. Heavy duty loading condition.

Height 'h'

Thickness 't'



Finished weiaht (ka/ml

139 164

14.60 14.85

432.6 625.4

2.8

22

18

10.77

214.3 ~~

t 'h' Allowable moment (Nm)

I

1 3 " ,

Ixx (cm4)

Zxx (cm3) 28.74

4670

Drawina reference 3170A -

#&@,JNote: Maximum block dimen

- 139 For 95-1 lOmm cavity wall

with wide inner blockmrick

Height 'h'

Thickness 't' -

3.0

45

40

Finished weight (kg/m) 14.60

Ixx (cm4)

Zxx (cm3) ~~

432.6

45.32

7365 ~~

nom'na' Allowable moment (Nm) U" r Drawing reference

+95+94+ 125 4 G180A -

Wider Inner Leaf vanants available. Load Ratio . see Structural Performance on pap8 33.

50-1 10 rnrn C A V I T Y

W I D E O U T E R L E A F I

L l l S WO1 50 'as0 3mo

178

3.0

26

24

15.15

752.5

60.63

9852

G012H

For 50-70mm cavity wall construction with wide outer masonry. I Standard duty loading.

Height 'h' ] 89 ] 101 ] 138 p 10.77

150 175 178

2.8 2.8 2.8

23 25 30

17 19 24

11.87 12.97 14.22

412.5 614.0 704.0

40.86 53.21 56.68

6639 8647 9210

G012E G012F 60126

T__IIl 2.5 1 1 :i Total UDL(kN) Load ratio (1) 14



96.1 133.4 298.5 257.6

15.00 18.63 31.74 29.90

Allowable moment (Nm) 2438 3027 5157 4859

Drawing reference G012A GO126 G012C GO120

t 1 2 5 4 4 8 t 1 0 0 + '

L l l S WO1 75 Manufactured length 0600 1650 1950 2251 150mm increments 1 1500 11800 1 2100 I 2401

For 70-95mm cavity wall construction with wide outer masonry. Standard duty loading.

Height 'h' 95 131 119 144

Thickness 't' 2.5 2.5 2.8 2.8

Total UDL(kN) Load ratio (1) 1 15 1 18 1 22 I 23-

Total UDL(kN) Load ratio (2) I 12 I 16 I 17 I 17 Finished weight ( k g h ) 8.64 10.11 10.77 11.87

Ixx (cm4) 121.4 276.5 240.9 392.3

Zxx (cm3) 18.25 31.33 29.75 40.98

Allowable moment (Nm) 2966 5091 4834 6660 inal

Drawing reference G042A GO428 G042C G042C

725.0

~updrnuninnabkdrdbnardoca125nvn(gknm~ I' Nlaxhnum outer btock Uhnenslons t5Omm (9!3mrn cavity)

1 1 /s WO 1 1 00 Manufactured length 150mm increments

Thickness 't'

1350 1500

116 -

122 f 11 .a7

360.8

40.01

GO720

For 95-1 1 Omm cavity wall construction with wide outer masonry. Standard duty loading.

159 159 162

2.8 3.0 3.0

23 25 26

17 19 24

12.97 13.90 15.78

552.4 590.2 640.5

52.87 56.54 58.55

8591 9187 9514

G072E G072F 60726

2.5

15 ~

2.5

18 ~

12 16

9.62

198.3 ~

10.1 1 Finished weight (kg/m)

Ixx (cm4) 104.2

Zxx (cm3) 17.05

Drawing reference G072A

256.5

t 'h' nominal

4

26.00 30.78 I- 4226 5001

60728 - G072C + ' 25 -k 94 loo 4 ' Heavy duty and Wider lnner Leaf vananfs available Load Who -see Structural Perlormance on page $3 A

L I / E Eaves Lintels

n

c I

A4 /11 /n n n n n n i

Plastic inserts Q 300mm crs

Expanded polystyrene

I

Easy curtain bracket fixing. No batten required

across cavity

- - R uhkw Ik lading flgum indicated on the o p p a h pqa, tln 1i-i must k buin in with the UocLrsorlr 8s rhown, and I continuous mli plate m#d k provided over the opening and reveals.

- l r r Q l l l i l r n r ~ * ~ b Y @ n g c o n r p - 8cWn of Iha krrm haf blockwork.

hwlllr# the muimum cavity width for the approprt8ta Hnkl it maintained the outer flange will haw a Mdmorlr bearing of 13mm.

lbm lintrk mad bo ‘built In’ with the bledmork pwltlond r#rirst the upstand of the lintel ta#dbr wlth I continuous wail plttr IS shown.

L l / E - S T A N D A R D A N D I N N E R L E A F 50-1 00 rnm C A V I T Y

I 7 L l l E 50 for 50-80mm (max) cavity wall construction. For use at eaves level. Composite beam with blockwork

- / 4 5 4 4 8 t 1 0 0 t ’

L l l E 75 For 70-1OOmm (max) cavity wall construction. For use at eaves level. Composite beam with blockwork

r

L l l E hIL 50 For 50-80mm (max) cavity wall construction. For use at eaves level. Composite beam with wide inner leaf blockwork

I t ‘h’ nominal

1

Note: Maximum block d i m 125mm (100Rlm cavity)

I Note: Maximum block d i m 150mm (8Omm cavity

Wider cavity variant available. Load Ratio - see Structural Performance on page 33.

I

50-1 10 mm C A V I T Y Heavy Duty Lintels

Manufactured~lenplb 160mm increments 15/50


4050 4800

228

3.0

35

35

20.33

2069

152.00

24700

G370C

~

~

_ _ _ ~ ~ ~

~ ~

_ _ _ ~

228 1 Height 'h'

Thickness 't'




Ixx (cm4)

Zxx (cm3)


Drawina reference

~ _ _ _ _ _ _

~~ ~~~

~~~

~~ ~ ~

~~ ~

________ _ _ _ _ ~

~~~ ____

T I;

163.00 nominal

15/75

For 70-95mm cavity wall construction. Heavy duty loading condition. I Manufaetuwd length

150mm incremontr

Height 'h'

Thickness 't'




Ixx (cm4)

Zxx (crn3) 'h' nominal

I Allowable moment (Nm)

Drawing reference

r

L5/100


L -

nominal


Ixx (cm4)

Zxx (cm3)

Allowable moment (Nm) 'h'

Drawing reference

All L5 Lintels have continuous bottom plates. Heavy duty variants available Load Ratio - see Structural Performance on page 33.

1

Extra Heavy Duty Lintels 50-1 10 mm C A V I T Y

If- Note: Maximum block dimensions 125mm positioned flush with inner face of Universal Beam (50mm catty)

16150 Manufacturedlength 1200 3100 5100 5400 5700 go00 6300 6600 150mm Increments r3w0ia~i I I I I I I I

For large span 50-70mm cavity wall construction. Extra heavy duty loading condition. I H t

Height 'h' 1 213 1 213 1 213 1 213 I 213 1 213 I 213 I 213 I I ~~~~ ~

Total allowable UDL (kN)


Ixx (cm4)

Zxx (cm3)


Drawing reference

~~ ~~

1 9 5 1 6 1704- 62- 55 - 50 4 5

40 1 40.36 40.36 40.36 40.36 40 36 40.36 40.36 40.36

3805 3805 3805 3805 3805 3805 3805 3805

298.97 298.97 298.97 298.97 298.97 298.97 298.97 298.97

53815 53815 53815 53815 53815 53815 53815 53815

~ ~~ ~~ ~ ~ ~~ _ -

-

G610A G610A G610A G610A G610A G610A G610A G610A

1617 5

For large span 70-90mm cavity wall construction. Extra heavy duty loading condition.

t 207

6

r

r

I

Manufacturedlength 1200 3100 5100 5400 5700 6000 6300 6600 1SOmm Increments 3000 4800

Height 'h'



Ixx (cm4)

Zxx (cm3)


~~~~

-

~ ~ _ _ ~

_ - ~

Drawing reference I G620A 1 G620A I G620A I G620A I G620A 1 G620A I G620A I G620A I I

#anufactured length

Height 'h' 213 213 213 213 213 213 213 213

Totalallowable UDL(kN) 95 83 75 65 58 53 47 43

Finished weight (kg/m) 41.78 41.78 41.78 41.78 41.78 41.78 41.78 41.78

lxx (cm4) 4088 4088 4088 4088 4088 4088 4088 4088

Zxx (crn3) 313.2 313.2 313.2 313.2 313.2 313.2 313.2 313.2

Allowable moment (Nm) 56376 56376 56376 56376 56376 56376 56376 56376

1200 3100 5100 5400 S7W 6000 6380 6800 L6/100 ~Ommlncrements 3000 1800

For large 'pan 95-110mm wall construction. Extra heavy duty loading condition. ~ _ _ __ ~ ~~ -

-___

- - -

~ ~ _ _ _ _ .

_ _ _ _ _ _ ~ ~ .

Drawing reference G630A G630A G630A G630A G630A G630A G630A G630A

Manufactured from a 2~73 x 733 x 30kg/m Univema/ Beam, this lintel has a single coat of primer paint only It is necessary to apply a final coat of paint (Bitumen or Chlorinated Rubber) prior to installation as paint may be damaged during transpoMon and handling on site. To achieve these loading figures, the lintel must be laterally restrained and have an inner to outer leaf ratio, between 4:l and 19:i. Also avaiable - similar design wilh para//e/ flanged channel De&//% on request.

Timber Frame Lintels

Retaining clip

38mm timber block (not supplied)

I

L 7 - T I M B E R F R A M E

17/50 For 40-55mm cavity timber frame construction. Wider or narrower cavity lintels are available but not I stocked. Information on request.

Manufactured Length 150mm increments 0 ~ 0 1 1 3 5 0 1200 1800 I 2400 1950

Height 'h' 110 110 135

3.53 4.42 4.91

7.66 9.91 14.66

1245 1610 2382

3690A G690B G690C

Thickness 't'

Total Allowable UDL (kN)


Ixx (cm4)

ZWC (cm3)

Allowable moment (Nm) Drawing reference

Haavy duty and wider cavity variants available.

70-90 mm [ C A V I T Y 1 L 7 - T I M B E R F R A M E . 1717 5

- 0600 1800

165 - - 1950 2400

165

2.5

12

5.69

- ~

~~

~~

~ ~~ ~

Manufactured Lenpth 150mm increments

2550 3750 3600 4800

240 315

3.0 3.0

12 12

8.60 10.36

762 1556

53.56 86.23

8704 14012

G700C G700D

- ~-

-~

~~

~

_ _ _

Height 'h'

Thickness 't'



Ixx (cm4)

~~~~ __

~~ __ __

For 70-90mm cavity timber frame construction. Wider or narrower cavity lintels are available but not stocked. Information on request.

2.0

9

4.65

177

~~

~~

~

221

Zxx (cm3)


Drawing reference

_ _ _ _ _ _ _ _ _ _ ~

~ _ _ ___ ~

16.82

2733 ~

~

G700A - 21.01

3414 -~

G700B - Wider cavfry variaanfs avai/ab/e.

5 0 - 6 5 m m ] C A V I T Y L a - C O N C R E T E I N N E R L I N T E L

Manufactured Lenuth 0800 1958 2550 150mm increments 1800 2400 4800

Height 'h' 150 225 225 For 50-65mm cavity wall - _ _ . ~~ ~

construction. For use with concrete Thickness 't' 2 5 2 5 3 0 lintels. Wider or narrower cavity Total Allowable ~ D L (kN) 6 12 14 lintels are available but not stocked. Information on request. - ~ ~ ~~ ~

18/50

~ ~~ - _ - - - ~~

~ __ .~ ~~

464 716 859

lxx (cm4) 258 685 840

Zxx (cm3) 2982 5445 6682

Allowable moment (Nm) 4846 8848 10858

F , n z w e ~ m ) ~ _ _ _ _

~ ~~~ -~ ~~ - - ~- -~ ~. ~

__ _ _ _ ~ .

~ __~

G720A G720B G720C

Wfder cavfry varfants avaflable

I

Single Wall Lintels --- -I

'1

'1

1

L,

- l I Face brickwork

-LlO lintel

Architrave Door lining

S I N G L E W A L L L I N T E L S

c L9 Manufactured length 0600 1651 150mm Increments I 1500 I 1801

Height ‘h’ 1 5; 1 5; 2.5 3.0 b r Use with solid brick 01 block Thickness rt9

wall construction. LinM duly loading condition. Total Allowable UDL (kN)

Finished weight (kglm) 5.69 6.83

19.0 24.0

4.39 5.48

714 891 4 G750A G750f

Ixx (cm4)

Zxx (cm3)


Drawing reference Heavy d W and Mer masont~ variants available.

t 200 __t

11 -

Manufactured Length 150mm Increments

Height ‘h’

Thickness Y ~ For use with single 102mm

brickwork wall construction. LigM duty loading condltlon.

L



Ixx (cm4)

Zxx (cm3)


Drawing reference

596 1510 4927

G760A 67608 G760C

Heavy duly and wider masonry variants availablt

I

+so+

1 11 1 Manufactured Lenflh

150mm Increments

Height ‘h’

Thickness Y


+or use with single leaf face brick or block wall.

Finished weight (kglm) 50 approx. t, lxx (cm4)

50 approx. t

Zxx (cm3)


€3- 225 I

Drawing reference Heavy duty and wider masonry vanants available.

+ To achieve loading figurn indicated, lintel must be buln-in with bnckworkblockwork as shown. In addiiion, ii must be suiiabb restmined during construction. Heavier duty variants available. +loo+ + l o o t

’

Lox Lintels

Wrrrt#lrcrLW own 1360 1m 16ibill 1m 1m 11118

Height 'h' 100 100 100

BOX 75

~~~~~ ~

Thickness 't' 1.6 1.6 1.6

Total allowable UDL (kN) 18 15 10


i 7 5 t Ixx (cm4) 83 83 83

For internal openings, 75 blockwork. ~~

~~

g ( c m 3 ) -1 1 6 ~ 1 6 . 5 ~ 1 ~ 1

Allowable moment (Nm) 2681 2681 2681

Web buckling at supports (kN) 12.5 12.5 12.5 ~~~

75-21 5 mrn B O X L I N T E L S - S T A N D A R D BLOCK WORK^

2550 2850 3750 4350 / r ,

2780 I 1 9800 4200 I I H lboo BOX 100 1650 22M 2108 2400

140 140

2.0 2.0

30 25

7.72 7.72

303.1 303.1

43.30 43.30

7036 7036

15.0 15.0

G81OC G81OC

Manufactured Length l l m m Increments

ogoo 1350 1200 1sBo

75 75

1.6 1.6

18 15 4.57 4.57

53 53

14.13 14.13

2296 2296

14.0 14.0

G81OA 68108

Height 'h' 140 215

303.1 10392

43.30 96.68

7036 15710

15.0 20.0

G81OC G810D

For internal openings, eaves or 100 block and tile hanging.

L

Thickness 't' 2.5 2.5

25 20

12.52 12.52

1039.3 1039.3

96.68 96.68

15710 15710

20.0 20.0

G8lOD G810D



+loo" 21 5

Ixx (cm4)

Zxx (cm3)


Web buckling at supports (kN)

Drawing reference

Manufactund Length 150mm Increments

Height 'h' 145

Thickness 't' 1.6

Total allowable UDL (kN) 15

Finished weight (kglm) 7.34

Ixx (cm4) 336.6

Zxx (cm3) 46.42

Allowable moment (Nm) 7544

Web buckling at supports (kN) 12.0

Drawing reference 684011

__.

145 220

416.5 1348

57.45 122.54

9335 19913

18.0 20.0

68408 G84OC

t '40+ n" t 1 4 O - l -

BOX 200

For internal openings, eaves or 21 5 block and tile hanging.

Care should be taken to avoid shock loading when used with concrete floor or other heavy units.

NOTE: The Flange of the Box 200 (or HD Box 200) is designed to support a nominal masonry load only, up to a maximum of 3kN/m run.

lflsulatiofl aval/ab/e at extra cost.

m -

B O X L I N T E L S - H E A V Y D U T Y I 100-21 5 mm

Height 'h'

Thickness '1' For internal openings, earn or 100 block and tile hanging. I Total allowable UDL (kN)


Ixx (cm4)

Zxx (cm3)


Web buckling at supports (kN) Drawing reference

I HDBoX140 For internal openings, eaves or 140/150 block and tile hanging.

+'M+ I

pI1i nominal

j B L O C K W O R K

1950 2558 2460 27oa

215 215

2.5 2.5

40 40

12.52 12.52

1039.3 1039.:

96.68 96.68

15710 15710

20.0 20.0

68208 68208

~

Height ' h

Thickness 't'



145 145

11.48 11.48

220 220

14.42 14.42

Ixx (cm4)

Zxx (cm3)


Web buckling at supports (kN]

Drawing reference

514.10 514.1C

70.91 70.91

11523 11523

25.0 25.0 c G850A GSOA -1- HD BOX 200

For internal openings, eaves or 215 block and tile hanging.

In some circurnstancm thase Iintak may haw an expanded metal lathing amchad and may differ from the diagram shown. Care should be taken to avoid shock loading when used with concrete floor or other heavy units. lmulahon availabfe at extra cwt

NOTE: The Flange of the Box 200 (or HD Box 200) is designed to support a nominal masonry load only, up to a maximum of 3kN/m run.

Internal Lintels

r

h-

Plaster facing

Door liner -

I

INTERNAL 64 & 100

0

8 .I overall Lenpth of IG lintel

Maximum span of opening

Width of IG l intel

unit

dlstributed loading with

152mm coursing of lOOmm thick walling above

lintel unit

distributed loading with

229mm courslng of 75A00mm thick

walling above l lintel unit

3 1100 900 64 5

i= 900 700 100 5 7

9 1050 850 100 5 7

z 1100 900 100 5 7

z 1200 1000 100 5

I-

5 ~~~ ~~

1000 64 ~ ~ - -

1200 ~ ~ ~~~

Q)

0

I- 7

Designed to provide a quick and safe method of spanning small openings (up to 1000mm) in internal walls, IG internal linteis are both economical and easy to store, carry and use.

When a minimum height of 152mm of brick/blockwork with well-filled joints of cemed mortar is built wsrthe lintel, the construction will be load-bearing for normal domestic building purpa!m after curing. Ths loading capacity Otthe lintel can be increasod by increasing the high! of the walling built across It.

Stainless Steel Lintels hign renorrnance Tor narsn environments

1 L U LA

-

Special Lintel Enquiry Fax Back

- - - A

IGs Special Lintel Sewice is the product of a wide experience in successfully meeting the needs of architects of both domestic and commercial buildings. It embraces every aspect of l i d desiin and supply, from calculation of shape, size and loading to co-ordination with construction scheduling and consideration of budgetary requlremsnt. IGs ultimate aim is to provide the most cost-effective design solution to special lintel problems.

In order to best utilise this free sewice, please ensure that all relevant details are provided i.e. wall construction (outer

leaf, cavity, inner leaf), clear spans, arch rise, radius and any other factor which may affect the special lintel desian and costing.

When loading figures are not available, then please provide a full set of drawings including:

(a) plans (b) elevations (c) sections (d) wall construction (e) floor construction and direction

This information will enable our desiin the relevant loadings.

to calcubte

Information can be sent directly to the Technical Department by email: lintsl.technicalB6HgItd.co.uk or by h x kcL On 016334m4S5.

S P E C I A L A R C H L I N T E L S

SPECIAL ARCH LINTEL ENQUIRY FORM

Please complete all details and submit to Technical on 01633 486435. If you require further information please telephone: 01633 486449.

From: Name

Company

Tel: Fax:

Email Job reference

RADIUS ARCH LINTEL I C ELEVATION C

Wall Construction Lintel Dimensions Plaster Key Requirements (please tick)

Inside only Both sides

Clear span A I rnrn Outer leaf I mm Caity w i d t h 1 rnm Rise

End bearing Inner leaf 1 rnm None I

NATURAL ARCH LINTEL I -M clear span) A M- > ,

C ELEVATION C

Wall Construction

Outer leaf

Cavity width

Inner leaf rnrn - Lintel Dimensions

Rise

End bearing rnm

Piaster Key Reqtlimmenb (please tick) Inside only Both sides

7

A

PARABOLIC ARCH LINTEL

ki ELEVATION C

(clear span) A I-I C

Wall Construction

Outer leaf

Cavity width

Inner leaf rnm

k'l*r Ryykl)~M (pleass tick)

Inside only 1 Both sides I

rnrn mm -

Clear span

Rise R

None I

GOTHIC ARCH LINTEL I Lintel Dlmenslonr

----

Rise

End bearing mm .-

Wall Construction

Outer leaf 1 rnrn Inside only Both sides Cavity width

Enquiries for Special Lintels should be faxed to: 01633 486435

S P E C I A L M I T R E D L I N T E L S

SPECIAL MITRED LINTEL ENQUIRY FORM

FAX BACK 1 Please complete all details and submit to Technical on 01633 486435. If you require further information please telephone: 01633 486449. From: Name

Company

Tel: Fa:

Email Job reference

APEX LINTEL

(ckzpan) A " __ . "

lintel Dlmmtlons Wall Constructlon

Outer leaf

Cavity width End bearing mm Inner leaf mm

CORNER LINTEL I BRICK Impottmtl(a#: REVEAL Do not allow for bearing, this

will be added at design stapa.

ERiCK L 1 J t E C

Dlmenrlonr Requlred Wall Costtruetlon

Cavity width A-C = mm Inner leaf mm

BAY LINTEL

Dimearloar Requited

ImpoCtralN- Do not allow for bearing. this will be added at design staga.

BRICK BRICK

A%: E C

Wall Conttructlon

Outer leaf I mm Cavity width mm Inner leaf I mm

Plaster Key Requirements (plaass tid)

~- Inside only

Both sides

Plaster Key RIpultelnrnts (p/ease tick)

Inside only

Both sides

Plartrr Key Requirements l~lease rick)

Inside only I Both sides

Specid Lintsls continued over page


S P E C I A L P L A N R A D I U S L I N T E L S

SPECIAL PLAN RADIUS LINTEL ENQUIRY FORM

I FAXBACK 1 Please complete all details and submit to Technical on 01633 486435. If you require further information please telephone: 01633 486449. From: Name - - -

Company

Tel: Fa:

Email Job reference

Imporianl Nom: Do not allow for beanng, IS will be added at design stage * - A

Lkull!lmwmn w8n n

~ _ _ Cavity width Inner leaf rnrn

Plaster Key Requirements (please tick)

Inside only

For more information on other special lintels please complete details above, tick boxes below and Faxback or contact the Technical Department Hotline on 01633 486461.

CORNER POST 0 I BEAMS

CANT BRICK LINTEL 0

ATED LINTELS 0

0 VENETIAN ARCH LINTEL e

U

0

ISLAMIC ARCH LINTEL

@ CRANKED LINTELS


TECHNICAL INFORMATION

STRUCTURAL PERFORMANCE L The loading tables in this brochure are the result of testing at the group’s premises under the supervision and direction of the British Board of Agrbment.

All tests were carried out in accordance with BS 5977 Part 2 1983 and BS EN 846-9:2000 and relate to the strength and torsional stiffness of lintels to sustain total uniformly distributed loads.

The loading tables shown for the L1 (where noted), Ll/E, L5 and L11 lintels are the results of testing in accordance with BS 5977 Part 2 1983 and BS EN 846-9:2000, taking into account composite assistance from the surrounding masonry, this masonry should be of good quality (in accordance with BS 5628).

A lintel should not exceed a maximum vertical or horizontal deflection of 1/325 x the effective span, when subject to the safe working load.

Note:

load ralio 1 - applies to loads with an inner to outer leaf ratio of between 1 :1 and 3 :1. This ratio is normally applicable to lintels that support:

a. masonry b. masonry and timber floors

load ratio 2 - applies to loads with an inner to outer leaf ratio of between 4 :1 and 19:l. This ratio is normally applicable to lintels supporting: a. constructions with concrete floors b. eaves applications

FKE TEST 1

The L1 profile has been subjected to two fire tests by: a. The fire research station, Boreham Wood. b. The Warrington Fire Research Station. In both cases one hour fire rating was achieved with the load successfully supported 48 hours later. Further details available on request.

The service life of lintels will be equal to the life expectancy of the building when installed with a flexible DPC and within

the humidity and condensation conditions normally experienced in habitable buildings.

Lintels conform to the requirements of BS EN 845-2:2003 for corrosion protection, workmanship and materials.

IG lintels are rated by the Housing Association Property Mutual as satisfying the ‘35 years to first maintenance’ durability rating, laid down in the ‘HAPM Component Life Manual’.

Galvanised linlels - lintels are fabricated from galvanised steel to BS EN 10142 1991 Specification for continually hot dip zinc coated low carbon steel sheet and strip for cold forming: Technical advisory conditions, grade Fe PO1 G, with a coating type 2600 giving a minimum coating weight (triple spot test) of 600g/m2; including both sides but with a minimum yield stress of 250 N/mm2.

Stainless steel - with the exception of the L6 and internal type lintels, all IG lintels can be manufactured from stainless steel.

Stainless steel lintels and expanded metal lathing are formed from Austenitic Chromium Nickel Steel to BS EN 10088-2 1.4301 (304S15) and require no additional corrosion treatment. Higher grades of stainless steel can be supplied on request - BS EN 10088-2 1.4401 (316S31).

For the lintels to perform to the quoted loading figures and to meet the durability expectations included in this brochure, the following information MUST be adhered to:

1.

2.

3.

4.

5.

6.

Lintels damaged in transit should not be used.

Check the correct lintel is being installed.

All bearing areas should be prepared using full bricks/blocks or padstones.

Lintels should be installed with a minimum 150mm end bearing at both ends, be fully bedded on bricklaying mortar and levelled both longitudinally and horizontally. When limited end bearings are unavoidable, check with IG technical office for suitability.

Open back lintels should be filled with masonry in accordance with BS 5977 and a full block built in through the end bearing and allowed to cure before continuing building.

The inner and outer leaves supported by the lintel should be raised together to avoid excessive eccentricity of

Technical information continued over page

loading. Masonry above lintels should be allowed to cure before applying floor or roof loads, a this is not achievable, temporary support in the form of props should be used. NHBC guidelines propose no greater than a 1 m span for props during construction.

7. When installing concrete floor units or other heavy components, care should be taken to avoid shock loading. Temporary support in the form of props is advisable if there is a limited amount of masonry to the outer leaf. Pre-cast floor units should be laid on a mortar bed to avoid load concentrations at high points in the masonry. Floor units should not be dragged into position.

8. Point loads should not be applied directly to lintel flanges. Lintels should have a minimum of 150mm

10. Masonry should not overhang any flange by more

11. The lintel toe must project beyond the windowldoor frame and it is recommended that a flexible sealing compound is used between the underside of the lintel flange and the frame to avoid moisture penetration.

than 25mm.

12. When the underside of a lintel is exposed, its appearance can be enhanced by the addition of lintel soffit cladding, supplied in white and brown, or by the application of a good quality etch primer and paint after installation.

HY S t H V l C t

To help ensure optimum performance and economy from lintel specifications, IG provide a free expert advisory service. the service includes:

1. Preparation of lintel schedules from drawings supplied. These drawings should include the following information if future revisions to the specifications are be avoided:

a. Plans including dimensions (1 :50 scale preferable)

b. Elevations (1 :50 or 1 :100 scale)

c. Sections (1:50 scale preferable)

d. Floor joist layouts or PC concrete floor layouts and loadings (1 :50 scale preferable)

e. Roof layout, showing positions of girder trusses etc. (1:50 scale preferable)

f. Any other relevant information, such as steelwork layouts etc.

masonry between the flange and the application level of any form of loading.

9. In accordance with BS 5628 and NHBC requirements,

2* Provision Of lintel location drawings.

3. Provision of structural calculations for Building Regulation approval. We reserve the right to supply these only in

all external wall lintels MUST be installed with a flexible damp proof Course with the exception of those

reply to a written request from a Building Control Authority or upon the receipt of an orderktter Of intent.

adequately protected by an eaves overhang or similar form of protection. Stop ends should be provided as specified by BS 5628 Part 1985 and the "" to avoid moisture entering the cavity near the reveals. Proprietary stop ends should be used or alternatively the DPC should extend to the edge of the front toe and 50 - 150mm beyond the end of the lintel (depending on coursing) to allow formation of an integral stop end at a

4. Advice on the use of lintels in uncommon situations such as reduced end bearings, point loads and the like.

5. Design and detailing of special lintels, see special lintel page 29.

G TERMINOLOGY USE0 IN TABLES lh

suitable perp joint, Weepholes should be used in the external masonry leaf to drain moisture away from the cavity. A minimum of 2 weepholes should be provided for each lintel, generally at 450mm centres. Weepholes can be formed with proprietary weep vents or by leaving perp joints open.

Total - This is the Safe Uniformly distributed load and indicates the total design load spread evenly along the length Of the lintel including an approximate Safety factor.

lac - Represents the moment of inertia or the second moment of area and is a characteristic of the lintel shape. It

indicates the degree of stiffness the lintel will exhibit under a given load and span. The greater the value of Ixx, the less ( HEALTH AND SAFETY the lintel will deflect.

Zxx - This is the section modulas and is used when calculating the effects of uneven loading. It indicates the maximum bending stresses that the lintel section can be subjected to without exceeding the design stress.

Web buckling - This applies to box lintels and indicates the maximum end reaction that the lintel can sustain before the webs fail by buckling.

QUALITY ASSURANCE w British and European Standards IG lintels are designed to meet all relevant standards: for manufacture BS 5977 Part 2:1983 and BS EN 845-2:2003; for galvanised steel BS EN 10142 1991 Specification for continuously hot dip zinc coated low carbon steel sheet and strip and for stainless steel BS EN 10088-2 1.4301 (304815) cold rolled stainless alloys

AgrBment Cerlificate No 97/3343:

The BBA have assessed the following lintels which are covered by the certificate: LI/S 50, LI/S 75, LI/S 100, LI/HD 50, LI/HD 75, LI/HD 100, Ll/XHD 50, LWHD 75, LI/XHD 100, LI/S WIL 50, LI/S WIL 75, LI/S WIL 100, LI/HD WIL 50, LI/HD WIL 75, LI/HD WIL 100, Ll/XHD WIL 50, Ll/XHD WIL 75, LWHD WIL 100, LUST 50, LVST 75, LI/ST 100, LI/ST HD 50, LI/ST HD 75, LI/ST HD 100, Ll/ST XHD 50, Ll/ST XHD 75, LUST XHD 100, LI/S WOL 50, LI/S WOL 75, LI/S WOL 100, L7/50, L8/50, L9, BOX 75, BOX 100, BOX 140, BOX 200, L5/50, L5i75 and L5/100.

Quality Control

Manufacturing facilities and quality control systems at Cwmbran have been successfully assessed by the British Standards quality inspectorate and the company has been awarded a Quality Assurance certificate to BS EN IS0 9002.

Tabular information in this brochure includes CAD Codes that relate to the IG Fastrack Database. This allows architects and specifiers using computer aided design instant access to IG steel lintel details to produce complete and accurate drawings quickly and easily.

Supplied on CD-ROM, the Fastrack Database is available in AutoCAD and DXF format. Specifiers can obtain free copies directly from IG’s Technical Services Department 01633 486499.

Hazard Identification

0 There may be a risk of cuts from sharp edges or projections.

0 Structural products must be installed in accordance with their specific instructions to prevent the risk of failure.

Handling, Storage & Disposal

0 Handling of materials must comply with the Manual Handling Operation Regulations 1992.

0 Protective gloves should be worn when handling or cutting material to prevent injury from sharp edges.

0 Some products may have a film of mineral cutting fluid after manufacture, therefore carry out personal hygiene including proper washing of hands after contact.

0 Where structural products are to be removed from an existing installation, care must be taken to ensure that the procedure followed does not compromise the loading/ installation restrictions applicable to the products.

0 No special disposal requirements, subject to local restrictions.

COSHH

We are not aware of any risk to the person, arising from chemicals or any other substances present on or in our products.

Pad 1 Compliance

Following numerical analysis, the British Board of Agrement has concluded that IG’s steel lintels with continuous base plates do comply with the cold bridging requirements of Part L of the Building Regulations.

Environmental

The expanded polystyrene core used in IG Lintels has an ozone depletion potential of zero.

I

Lintel Soffit Cladding

I ' 109mm i I

A I Manufactured from rigid PVC to match UPVC window 1 frames, the IG lintel soffit cladding is designed to clip over the front flange of the external wall lintel to provide an aesthetically pleasing appearance to the exposed outer flange.

Supplied in white (type SCW) and brown (type SCB), soffit cladding is available in lengths to meet all standard openings, for example a 1500 mm length is available to fit a structural opening width of 1200 mm. The cladding simply clips into place - no special tools are required.

Note: When soffit cladding is used, external wall lintels must be installed with a flexible damp proof course (DPC) which must project beyond the front face of the cladding.

I - Universal Arch

I--

.dA

Opening Sizes Nominal Arch Rise IG Ref. CAD Code Arch Span

75 IGAR 475 - IGAR 75 475 625 75 IGAR 625- E A R ? 685 1 5 ~~-~~ E A R 6 8 5 IGAR 75 925

~ ~ ~ ~

~ - - ~~ ~- 4 5 0 - 5 0 0

~-~ ~

~ 600-650 ~- ~ ~~

660-71 0 ~~-

900-950- ~~- 1000-1050 1025 75 TGAR 1025 TGAR 75

~~

IGAR 75

1200-1 250- ~ 1225 -~ ~

1460-1510 1485 ~ 75

~- 1675-1 725 - 1760-1810 ~ 1785 75 1890-1 9 4 0 -~~

~~-

75 IGAR 925 IGAR ~~ 75

IGAR 1085 75 1085 ~~ ~~~ 1060-1110 ~ - - -

75

-~ ~~

~ ~

~~

- ~~ ~ ~

l G i 1225 --

IGAR 75 1325 75 l G G 1325 IGAR 75

~~

~~

- - ~ ~~

1600-1 650 1625 ~ ~ 75 ~~ IGAR 1 6 2 5 lJGAK75- 1700 75 ~ ~~~ IGAR 1700 - lGAl 75- ~.

1916 T 5 0 IGAR1916 IGAR 1 5 0 2035

2090-21 4 0 2115 2250-2300 ~

~ 2300-2350 2325 ~

~ ~

~ 2400-2450 2425 2505-2555 2530 2700-2750 2725

-~ -~ -

~~ ~~

IGAR 1 7 8 5 IGAR 75 - - ~

~ ~ -~ ~

~ - - ~ - - ~-

~ ~-

~ ~ ~~

- :-

When low rise arches are required in brickwork above openings, the IG Universal Arch provides the ideal former for the bricklayer. Vacuum-formed from white pigmented, external weathering quality, impact resistant polystyrene.

Suitable for use in cavity walls and with timber frame construction, the unit is designed to sit on any steel lintel with an outer flange of 90mm to 95mm. The design provides an arch rise of 75mm for arch spans from 475mm to 1785mm, and a rise of 150mm for arch spans from 1916mm to 2725mm.

? Cavity *- Trays L 1 +'-

A UNIQUE SINGLE ELEMENT CAVITY TRAY S r

P-

I

A

Unique Products with Outstanding Benefits:

Available off-the-shelf in easy-to-handle flat packs Easy to calculate quantities, transport, use and adapt Three sizes m e r all roof pitches and cavity widths

* Impact, tear and abuse resistant thermostable

Compatible with all building materials Resi8tant to acid, alkali and sulphate Meets all current Building Regulations and WHBC

polypropylene 0.8mm thick

requirements Wil l l ad the lifetime of the building The most cott-ettsctlwr cavity tray system available Available from a national network of stockists

GABLE ABUTMENT SYSTEM

When a stepped or staggered gable abutment is formed the status of the external skin below the roof line changes to that of an internal skin. Accordingly, every gable abutment must be constructed so as to prevent dampness and rainwater from penetrating below the abutting roof line.

The IG Gable Abutment Cavity Tray forms a stepped cavity dpc which is incorporated into the building during bricklaying. The completed structure is ready to receive roof lead flashing in the conventional way.

THE 10 CAVITY TRAY - TYPE GA

Manufactured from polypropylene, the IG Gable Abutment Cavity Tray is available in three sizes to suit all roof pitches up to 60". It is suitable for use in all brick, block and timber- framed constructions, the large bridging piece catering for cavity widths from 50mm to 100mm.

Supplied flat, the pre-creased trays allow for easy on-site folding to the required shape - catchment, left and right hand or ridge tray. A locating lip facilitates the accurate placement of trays during bricklaying.

CALCULATING QUANTITIES

The single-element system makes the calculation of quantities very simple. Whether you are building with bricks or blocks the rule is the same: you require one cavity tray per course per slope. On a double slope roof this calculation will give you an extra tray that can be used to lengthen the ridge tray if required.

SIZES AND ROOF PITCHES

The IG Gable Abutment Cavity Tray is available in three sizes as detailed below. Trays are supplied in shrink-wrapped flat packs in the quantities indicated or as single items.

Outer Leaf si20 Construction 1 Roof Pltch ~ Code ~ Inmm ~ Packsol:

22'5'-600 GAl 1 375x310 50 or 10

GA2 1 525x310 5

Brickwork Blockwork more than 45" Brickwork Blockwork

15"-30' 35"-45"

5

WO$: All packs contain full installation instructions and folding instructions are printed on each tray

INTERNAVEXTERNAL CORNERS

Flat-packed foldable corners complete the IG Gable Abutment Cavity Tray System. Both internal (GAIC) and external (GAEC) corner trays comprise factory-jointed two-piece assemblies

that are folded on site to form right-angled corners. The trays are pre-creased and incorporate adjustment for 50mm, 75mm or 100mm cavity widths and incorporate mastic sealant strips for overlapping areas.

REFURBISHMENT SYSTEM

The IG Refurbishment Cavity Trays System has been specifically developed to facilitate both the insertion of a new tray into an existing wall and the repair or alteration of an existing damp proof course.

WHERE TO USE

Where a new lean-to extension meets an existing building, the original external wall becomes an internal partition below the roof line and must be protected from dampness and the penetration or rainwater. Similarly, when a flat roof is resurfaced with added insulation, or is reconstructed as an inverted roof with top paving, the roof level may be raised and thus require the skirting and its corresponding damp proof course to be lifted.

In addition, existing cavity trays which have been poorly constructed or have rotted allowing water to leak through must be replaced.

THE IG CAVITY TRAY - TYPE RFT

Available off-the-shelf in flat-packs, the IG Refurbishment Tray combines ease of handling, transportation and use with complete effectiveness. It meets all current Building Regulations and NHBC requirements. Manufactured from polypropylene, the IG Refurbishment Tray is 620mm wide by 280mm deep and is suitable for use in all brick, block and timber-framed constructions. The large bridging piece caters for cavity widths from 50mm to 100mm.

Supplied flat, the pre-creased trays allow for easy on-site folding to the required shape including forming left and right hand end stops. A locating lip facilitates accurate placement during installation and the mastic sealant strip (protected by release paper) ensures easy and watertight overlap jointing.

SPECIFYING

When specifying, the following wording is recommended: "Provide IG Refurbishment Cavity Tray System from IG Limited, Cwmbran, Gwent NP44 1XY (01633 486486) to be installed as manufacturer's instructions. Trays to be folded, as instructions on tray, to form left and right hand stop ends".

Refurbishment Cavity Trays Code Size In mm Packs of: RFT 1 620x280 ~ 10

-9- IG Limited, Avondale Road, Cwmbran, Gwent NP44 1XY.

Sales Department Hotline: 01 633 486460 Fax: 01 633 486465 Technical Department Hotline: 01 633 486461 Fax: 01 633 486495 Specials Department Hotline: 01 633 486449 Fax: 01 633 486435

E-mail: [email protected] Internet: www.igltd.co.uk

I 1 For product information telephone marketing on 01 633 486499

Acier Bu!lding Components Ltd, Unit 30, Rosemount Business Park, Ballycoolin Road, Finglas, Dublin 11. 1 I Tel: 01 822 3333 Fax: 01 822 3366 E-mail: acierQeircom.net

FM36894 BS EN IS0 9002

The information contained on this W was accurate at the date of going to press (May 2005). The Company, h o w e r , mmws the cighl, whk msintainlng the essential performam of the lintels dsscribed, to introducs at any time modifications and chawps of Wls as my be considered nemssary to improve me products described.

Ewry snddavour will be Mds to brlno Mis ieaflnt up-tc-date at regular intervals. but in Order to avoid any mkundantanding, any w o n InhKeSted should snquim ot tha Company as to whether there hsve been any material abrations since me date of this w.

Exprmat Bulldlna Products, Plartsrlnu Accstrorles PO Box 52. I Longhill Industrial Estate(North), Hartlepool ,TS25 1 PR. Tel: 01429 866688 Sales Hotline: 01429 86661 1 F a : 01429 866633

Wall Startan

Structure Fixlngs

Technical Hotline: 01 429 866655 I Technical Faxline: 01429 851873 1 Brickwork Constructton pr~ductr

I E-mail: [email protected] Website: www.expamet.co.uk

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