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BS5534-2003 Headlap table: Moderate exposure »
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Glendyne slate

Glendyne Slate is produced in the town of Saint Marc du Lac Long, Quebec, Canada. This blue/grey slate is available exclusively from Cembrit Ltd.

Glendyne slate has a fast growing reputation for quality due to the exceptional slate deposit and the mixture of modern technology with traditional skills. Produced from deposits laid in the Ordovician era some 500 million years ago this quarry was first opened by British slate quarrymen in the early part of the century. Roofs with Glendyne slate can still be seen today around the area of the quarries some 80 years later.

Re-opened by a local family, Glendyne is manufactured to the highest standards in two thicknesses, the Glendyne fours which are 4 to 5 mm thick and available in the following sizes: 508 ´ 254, 457 ´ 254, 457 ´ 220, 406 ´ 254, 406 ´ 220 and 406 ´ 203. Glendyne five's which are 5 to 6 mm thick are only available in the size 508 ´ 254. Slate and halves are also available.

Glendyne slate will withstand the most severe weather conditions: they are unaffected by sunlight, ultraviolet light and even acid rain.

Laid correctly Glendyne slate will last the lifetime of the building and are ideal for use on any major project including supermarkets, schools, city offices and prestige homes.

Quality

Glendyne slate is a tough natural material and samples are regularly tested to the following national standards:

British Standard

BS 680 Part 2:1971 requirements for roofing slate.

Water absorption test (Clause 6.2.1)

Wetting and drying test (Clause 6.2.2)

Sulphuric Acid Test (Clause 6.2.3)

American Standard

ASTM C406-00 standard specification for roofing slate

Flexure test-modulus of rupture, modulus of elasticity (C120-00)

Weather resistance (C217-94 [1999])

Water absorption (C121-90 [1999])

Glendyne slate samples have been classified as the highest S1 grade in

the ASTM test predicting a service life of 75 years plus.

French Standard

Samples are regularly tested, and the quarry and production processes inspected, to the French Standard, Norme Française P32-302.

Belgian Standard

Awarded Homologation Certification to the stringent Belgian Standard for Natural Slates, STS 34.03.6, following an inspection of the geology and production processes at the quarry and testing of independently selected slate samples.

General design considerations

Glendyne slate laid to BS 5534 will meet the strength requirements for the imposed and uniformly distributed wind and snow loads etc. The site exposure rating and the pitch of roof rafters will determine the size, pattern, lap and fixings for the slates. For UK and Northern Ireland locations, BS 5534: Part 1: 1997 will indicate the expected degree of exposure. Wind driven rain ratings less than 56.5 l/m2 per spell are described as ‘moderate’ (see table 1) and those above 56.5 l/m2 per spell are described as ‘severe’ (see table 2). Detailed guidance on wind load calculations is given in BS 5534: Part 1 and in BS 6399: Part 2: 1995 and Part 3: 1998. In locations where abnormal conditions may be anticipated such as elevated sites, coastal locations, areas of heavy snowfall etc., the recommendation for ‘severe’ should be followed. Additional information can also be found in BS 8104. Where the location or construction might make a lower rafter pitch acceptable, designers are asked to seek advice.

Table 1 Moderate exposure

less than 56.5 l/m2 per spell

Pitch

Slate
size

Minimum
headlap

Slates

Batten
gauge

Holing
gauge

Average
weight

deg

mm ´ mm

mm

no/m2

mm

mm

kg/m2

45°

508 ´ 254

65

17.77

222

297

29.96

 

457 ´ 254

65

20.09

196

271

30.46

 

457 ´ 220

65

23.19

196

271

30.46

 

406 ´ 254

65

23.09

171

246

31.10

 

406 ´ 220

65

26.66

171

246

31.10

 

406 ´ 203

65

28.89

171

246

31.10

40°

508 ´ 254

65

17.77

222

297

29.96

 

457 ´ 254

65

20.09

196

271

30.46

 

457 ´ 220

65

23.19

196

271

30.46

 

406 ´ 254

65

23.09

171

246

31.10

 

406 ´ 220

65

26.66

171

246

31.10

 

406 ´ 203

65

28.89

171

246

31.10

35°

508 ´ 254

75

18.18

217

302

30.65

 

457 ´ 254

75

20.61

191

276

31.25

 

457 ´ 220

75

23.80

191

276

31.25

 

406 ´ 254

75

23.79

166

251

32.04

 

406 ´ 220

75

27.46

166

251

32.04

 

406 ´ 203

75

29.77

166

251

32.04

30°

508 ´ 254

75

18.18

217

302

30.65

 

457 ´ 254

75

20.61

191

276

31.25

 

457 ´ 220

75

23.80

191

276

31.25

 

406 ´ 254

75

23.79

166

251

32.04

 

406 ´ 220

75

27.46

166

251

32.04

 

406 ´ 203

75

29.77

166

251

32.04

27.5°

508 ´ 254

85

18.61

212

307

31.37

 

457 ´ 254

85

21.17

186

281

32.09

 

457 ´ 220

85

24.44

186

281

32.09

 

406 ´ 254

85

24.53

161

256

33.04

 

406 ´ 220

85

28.32

161

256

33.04

 

406 ´ 203

90

31.18

158

258

33.57

25°

508 ´ 254

90

18.84

209

309

31.75

 

457 ´ 254

90

21.46

184

284

32.53

 

457 ´ 220

100

25.46

179

289

33.44

22.5°

508 ´ 254

110

19.78

199

319

33.35

 

457 ´ 254

110

22.69

174

294

34.41

 

457 ´ 220

115

26.58

171

296

34.91

20°

508 ´ 254

125

20.56

192

327

34.65

 

457 ´ 254

125

23.72

166

301

35.96

 

457 ´ 220

130

27.80

164

304

36.51

Table 2 Severe exposure

greater than or equal to 56.5 l/m2 per spell

Pitch

Slate
size

Minimum
headlap

Slates

Batten
gauge

Holing
gauge

Average
weight

deg

mm ´ mm

mm

no/m2

mm

mm

kg/m2

45°

508 ´ 254

65

17.77

222

297

29.96

 

457 ´ 254

65

20.09

196

271

30.46

 

457 ´ 220

65

23.19

196

271

30.46

 

406 ´ 254

65

23.09

171

246

31.10

 

406 ´ 220

65

26.66

171

246

31.10

 

406 ´ 203

65

28.89

171

246

31.10

40°

508 ´ 254

75

18.18

217

302

30.65

 

457 ´ 254

75

20.61

191

276

31.25

 

457 ´ 220

85

24.44

186

281

32.09

 

406 ´ 254

75

23.79

166

251

32.04

 

406 ´ 220

85

28.32

161

256

33.04

 

406 ´ 203

90

31.18

158

258

33.57

35°

508 ´ 254

90

18.84

209

309

31.75

 

457 ´ 254

85

21.17

186

281

32.09

 

457 ´ 220

100

25.46

179

289

33.44

 

406 ´ 254

95

25.32

156

261

34.11

 

406 ´ 220

100

29.71

153

263

34.66

 

406 ´ 203

105

32.73

151

266

35.24

30°

508 ´ 254

100

19.30

204

314

32.53

 

457 ´ 254

95

21.75

181

286

32.98

 

457 ´ 220

105

25.83

176

291

33.92

 

406 ´ 254

100

25.73

153

263

34.66

 

406 ´ 220

105

30.20

151

266

35.24

 

406 ´ 203

110

33.28

148

268

35.83

27.5°

508 ´ 254

110

19.78

199

319

33.35

 

457 ´ 254

105

22.37

176

291

33.92

 

457 ´ 220

115

26.58

171

296

34.91

25°

508 ´ 254

115

20.04

197

322

33.77

 

457 ´ 254

115

23.02

171

296

34.91

 

457 ´ 220

125

27.38

166

301

35.96

22.5°

508 ´ 254

130

20.83

189

329

35.11

Supply

Cembrit ’s natural Glendyne slates are supplied directly to approved accounts, roofing contractors and builders merchants. Prices are available on request from Cembrit Ltd.

Sitework

Storage and handling

Slates should be carefully stacked on their longer edges with timber bearers, battens or boards between layers. The lowest layer must be arranged on a firm level base.

Working

Slate can be cut and holed on site by hand or machine. Care must be taken to avoid undue spalling. Slates should be holed from the bed towards the face so that the nail-head is accommodated in the small cavity formed by the area of spalling.

At the time of holing, it is recommended that the slates should be sorted into three or four groups of similar thickness. The thickest should be used in the courses nearest to the eaves. Individual slates should be holed so that the thicker end is the tail of the slate.

The holing gauge = gauge + lap + nail clearance (8 to15 mm). The holing gauges for common laps are shown in tables 1 and 2.

Fixing

Glendyne slates must be laid in accordance with the Code of Practice for Slating and Tiling, BS 5534: Part 1 :1997 Design, and the Code of Practice for Workmanship on Building Sites – Slating and Tiling, BS 8000: Part 6: 1990.

Slates should be twice centre-nailed to horizontal battens etc., as described in BS 5534, using:

Copper nails to BS 1202: Part 2

Aluminium nails to BS 1202: Part 3 or, for hook-fixing

Stainless steel nail hooks to suit common laps

The minimum shank diameter for nails used with natural slates is

3.35 mm and they should penetrate into the batten by a minimum of 15 mm.

Slates, generally, should be not less than 150 mm wide. At all verges and abutments, alternate slate courses must start with half width or slate and half width to maintain bond. Slate and a half widths must be used if the half slate is less than 150 mm wide. At valleys and hips where slates need to be cut on the rake, wide slates must be used to maintain an adequate width of the head or tail. At mitred hips on low pitched roofs wide slates should be used.

Battens

In accordance with the recommendations in BS 5534: Part 1: 1997, the minimum batten size, for rafter spacing up to 600 mm for use with natural slates is 50 ´ 25 mm. To avoid splitting the batten, the maximum nail diameter should not exceed one tenth of the batten width. The roof should always be set out so that the long edges of the slates are parallel to the direction at which the water will run off the roof. In some instances this may result in raking all the eaves and the ridge. The ends of any batten should be fully supported and the length of any batten should not be less than 1.2 m (except where this is unavoidable) and nailed to a maximum of 600 mm centres. Where the roof is close-boarded, counter battens should be used down the slope in the roof on the line of the rafters. Counter battens should be at least 38 mm wide ´ 12 mm deep and, where impermeable underlay is specified, of sufficient thickness to provide ventilation between the boarding and underlay.

Underlay

Suitable underlay should have a minimum standard to BS 747: 1977 Type 1F and/or should have a BBA Certificate. The underlay should be draped over the rafters, or fully supported on boarding or sheathing, should allow any moisture to drain and should extend over the tilting fillet, fascia board and into the eaves gutter.

Lead staining risk

Lead develops a lead carbonate patina which, if washed over slates by rain or other moisture, causes unsightly staining. To prevent this reaction marring the work, it is advisable to treat all lead including soakers and flashings, with patination oil before any rain occurs, and not later than the day the lead is fixed. Patination oil, a low viscosity fluid intended for this purpose, should be applied evenly. It is readily available from builders’ merchants.

Technical services

For assistance with all aspects of the specification and application of any of our products, please contact Cembrit Head Office.

Typical specification

Roof to be covered with Glendyne Slates, size ....... mm ´ ....... mm, laid to a minimum head lap of ....... mm.

 

Cembrit Limited, 57 Kellner Road, London SE28 0AX Tel: 0208 301 8900 Fax: 0208 301 8901 sales@cembrit.co.uk