Catalog Isopan Gb 7 2011

General catalogue

2

3

10ISOBOX 1000

WALL PANELS

12ISORIGHE 1000

14ISOPIANO 1000

16NUOVO ISOPARETE 1000®

18NUOVO ISOPARETE PIANO 100020ISOPARETE 1000 PLISSÉ

24ISOFRIGO 1000

26ISOFIRE WALL 1000 PLISSÉ28ISOFIRE WALL 1000

30ISOFIRE WALL - FONO

32ISODOGA 1000

SINGLE-FACE PANELS FOR WALLS

36ISODOMUS

ROOFING PANELS

40ISOTEGO 1000

42ISOCOP-5 1000

44ISOTAP 1000

46ISOGRECATA 1000

48ISODECK 40 1000

52ISOFIRE ROOF 1000

54ISOFIRE ROOF - FONO

38ISOVELA 1000

58LG 50/1000

CORRUGATED SHEETS

63LG 38/915 - 732

64LG 40/1000LG 40R/1000

66COLOUR CHART

69ACCESSORIES

72OUR CERTIFICATES

65LG 55/600 - 750

6020/28 SHEETS

76GENERAL CONDITIONS OF SALE

22ISOCLASS 1000

50ISORAY 3.3ISORAY 6

4

THE COMPANY

We invest in technology to produce the future

Isopan performs its business in the fi eld of production and sale of insulating panels with metal supports for wall and roof coverings having a high isothermal coeffi cient.The product lines also include attachment groups, sheet metal for fi nishing and the collection of rainwater, translucid undulated elements, windows for walls, fi xed or motorised skylights. Isopan panels are manufactured with a continuous process, guaranteeing uniform and constant quality, controlled by state of the art diagnostics plants. The polyurethane (PUR) and polyisocyanurate (PIR) foams are both self-extinguishing and are injected under high pressure, thanks to an exclusive know-how, ensuring excellent thermal insulation, optimum mechanical resistance and a totally monolithic panel.

Research and development in recent years has permitted the realisation of sound absorbent panels, panels for refrigerated cells and architectural panels with high resistance to fi re. Additionally, in its modern Service Centre, Isopan realizes the entire range of sheet metal, with collaborating and undulated sheet metal panels that complete the Isopan System.

5

ISOPAN TREVENZUOLO

ISOPAN FROSINONE

ISOPAN IBÉRICA

ISOPAN EST

Isopan: a service that delivers content

Being able to listen and wanting to understand are the basic conditions for transforming good intentions into effective and incisive service to the customer. Applying this concept is what gives practical value to Isopan’s Customer Service. Our team of professionals is kept informed by a constant stream of data and information, and works closely with customers to interpret their specifi c requirements.

We invest heavily in the human resources dedicated to Customer Service, and this complements our solid commitment to research and development devoted to the product. The technical properties of our rolled metal profi les are regularly tested on the line and in the laboratory, for continual improvement in qualitative content.We pay par ticular at tention to the chemistr y of polyurethanes, in order to develop and expand the fi elds of application of the resins.

Our state-of-the-art logistical structure ensures that orders are despatched on time and as agreed. Strict integration between the manufacturing and distribution operations ensures ultra-fast delivery times in Europe countries and abroad.

Isopan: a single large market

Isopan has a presence in the most important markets in the world through a consolidated network of direct and indirect agents. The Export Division offers specifi c solutions for the different foreign markets we supply, with its own flexible manufacturing capabili ty supported by its own European production facilities, a rapid transport system and an efficient technical assistance service.

6

Choosing quality as the corporate philosophy

Working for Quality means never disappointing our customers, and Isopan knows that the fi rst step on this road is the technical performance of the product.The commitment to Quality Certifi cation is one among many which Isopan has made to maintain the high qualitative level of its output. This is the reason why we will only accept suppliers with the capacity to deliver materials of proven reliability, always guaranteed and certifi ed, in full compliance with international Standards. Our panels consist essentially of an insulating core of polyurethane, with a backing of profi led metal, and must be capable of providing a double barrier: one against corrosion, the other against heat dispersal. For this reason we use selected components such as: rolled steel sheets protected with a zinc coating and a fi lm of paint, to put up a powerful barrier to deterioration caused by atmospheric agents, and expanded polyurethanes and polyisocyanurates, the most effective known insulators for combating heat transmission. The selected backing sheets are rigorously checked for uniformity of surface, high adherence of the zinc to the steel, and perfect adhesion of the paints to the backing sheet. The paints themselves are chosen for their suitability in view of the aggressiveness of the atmosphere to which they will be exposed. The rigid, closed-cell, high-density polyurethane component is well-known for its high and constant insulating value, its outstanding physical characteristics (verifi ed by stringent tests of compression, bending and dimensional stability), and its good performance in self-extinguishing.The panel functions as a monolithic structure: this is ensured by a special primer applied to the metal backing which produces excellent adhesion of the insulation.

The group

Dependability and safety, essential and aesthetically pleasing lines: steel, in a word.From supply by our commercial organisation of the widest range of iron and steel products, to the most complete processing, the Manni Group is close to its Customers in every phase of the productive process.Innovating services to create value for our Customers: this is the mission that the Manni Group faces with its various companies.The entire system rotates around the Customer, utilising capabilities and competence to improve performance, even in favour of the fi nal user.Growing together and acquiring knowledge: that’s how the Customer participates the continuous improvement of our proposal, which is open to updating integrated with his organisation.

The fi gures

Stated synthetically, the Manni Group means 9 operational companies, 20 production, service and distribution centres, over 600,000 tonnes of steel processed and distributed, over 14 million square metres of metal insulating panels produced and distributed in Italy and abroad, over 900 employees and a turnover of over 600 million euros.

7

...Your DomusISODOMUS

Panel used: Isoparete Plissé and Isoclass

9

Wall panels

10

ISOBOX 1000

1000

thickness

FIRE RESISTANCEPanels ISOBOX 1000 fi eld-tested have obtained the following results:EW 60 for 80 mm thick panels(in accordance with EN 13501-2)

FIRE REACTIONPanels ISOBOX 1000 fi eld-tested have obtained the following results:C-S3-D0 for 50 mm thick panels (in accordance with EN 13501-1)

NOTES FOR CONSULTATION OF THE DATA CARD (reference should be made to norm AIPPEG 1 for anything not mentioned herein)

METAL SUPPORTS- Laminates of galvanized steel Sendzimir (UNI EN 10326-UNI EN 10327)- Laminates of galvanized steel, prevarnished with a Coil Coating procedure- Laminates of aluminium alloy, with a natural finish, embossed and

prevarnished (EN 485)- Prevarnishing carried out by means of a continual-cycle process, with a

thickness of the visible side of 5 microns of primer and 20 microns of paint, as follows: PS-PX-PVDF (special products with a high level of anticorrosion are available upon request).

- Laminates of copper (DIN 1787/17670/1791).

INSULATING MASSRigid plastic with a high level of insulating power, made from polyurethane resins (PUR) and poliisocianurates (PIR) both self-extinguishable *, with the following standards of quality:- thermal conducibility at 10°C: λm = 0.020 W/mK - total density: 40 kg/m3 ±10%- value of adhesion to supports: 0.10 N/mm2

- value of compression at 10% of deformation: 0.11 N/mm2.

THERMAL INSULATIONThe coeffi cients of thermal transmission “K” mentioned in the data card should be considered useful for projects, at 10°C; calculations have taken into consideration the two external and internal laminate resistances and the thermal conductivity at 10°C (obtained by applying the oversize m = 10% to λm): λ = 0.022 W/mK.

WEIGHT CAPACITY- Deformation: an indicator, similar to or below 1/200 L is established- Flexion: it is believed that the pressure of fl exion is entirely absorbed by the

supporting steel- Kerf: it is believed that the pressure of the cut is partly absorbed by the

supporting steel and in part by the resin.Information indicated in tables 1 and 2 is to be considered indicative. The project manager should check this data according to the specifi c applications.

FIXING INSTRUCTIONSThe project manager should evaluate the conditions of use according to the local climatic situation. Particular attention should be paid to the fi xing of panels with aluminium, copper supports or dark colour painted steel.For further information, please consult “RECOMMENDATIONS FOR THE FIXING OF STEEL PANELS AND OF INSULATED METAL PANELS” issued by AIPPEG and the “MANUALE DI POSA E FISSAGGI” drawn up by Isopan Spa.

In case of aluminium alloy sheet, please notice that aluminium must be the chosen metal coating on both skins; otherwise the panel may deform and bend due to different coeffi cients of thermal expansion of the metal surfaces. * Upon request, Isopan can supply polyurethane resins suitable to pass the most severe fi re reaction tests, to obtain panels of class M1 according to the French norm P 92-501, B1 or B2 according to the German norm DIN 4102.1- AIPPEG (Associazione Italiana Produttori Pannelli ed Elementi Grecati): Italian Association of Panels and Ribbed Items Manufacturers.

A panel designed for wall use. Characterized by the symmetry of its section and by the micro-ribbed surfaces, designed to satisfy the growing aesthetic demands in the fi eld of designing external walls and internal partitions. This product represents a solution that goes hand in hand with economic , prac t i ca l and functional characteristics.

FIXING INSTRUCTIONS

Type of fi xing:Screw type and shank:

Quantity:

WALL USEPVC screw-washer (*)- self-tapping diam. 6.0 mm for surface support ≥ 3 mmself-threading diam. 6.3 mm for surface support < 3 mm with false washer incorporatedlength: nominal thickness of panel + 20÷30 mmTwo for extreme support panelsOne for intermediate support panels

(*) In the case of strong depression a 50 mm diam. washer should be interposed. For panels with aluminium supports request special instructions.

11

DIMENSIONAL TOLERANCES (in compliance with EN 14509)

DEVIATIONS mm

Where L is the length and D is the thickness of the panels.

Length L ≤ 3 m ± 5 mm

L > 3 m ± 10 mm

Effective width ± 2 mm

Thickness D ≤ 100 mm ± 2 mm

D > 100 mm ± 2 %

Deviation from perpendicularity 6 mm

Misalignment of internal metal facing ± 3 mm

Sheets closing F = 0 + 3 mm

F

F

F

OVERLOADS - SPANS

SHEET STEEL THICKNESS 0,5 mm

25

245

220

200

190

180

170

EVENLYDISTRIBUTED

LOADkg/m2

60

80

100

120

140

160

daN/m2

58

78

98

117

137

156

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

30

285

255

235

220

205

195

40

345

310

285

265

250

235

50

405

360

335

310

295

280

60

455

410

380

355

335

315

80

545

490

450

420

395

375

100

635

570

525

490

460

435

120

715

640

590

550

520

490

25

280

255

230

220

205

200

30

325

295

270

255

240

230

40

395

355

330

310

290

275

50

460

420

385

360

340

325

60

525

475

435

410

385

370

80

620

565

520

485

460

435

100

725

655

605

565

535

510

120

805

735

680

635

600

575


25

225

200

185

170

160

EVENLYDISTRIBUTED

LOADkg/m2

60

80

100

120

140

daN/m2

58

78

98

117

137

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

30

255

230

210

195

185

40

315

280

260

240

225

50

365

330

300

280

265

25

260

235

215

200

190

30

295

265

245

230

215

40

360

325

300

280

265

50

420

380

350

330

310

WEIGHTS OF PANELS

NOMINAL THICKNESS OF PANEL mm25

7.5

9.1

30

7.7

9.3

40

8.1

9.7

50

8.5

10.1

60

8.9

10.5

80

9.7

11.3

100

10.4

12.1

120

11.2

12.9

WEIGHT

kg/m2

kg/m2

STEELTHICKNESS

0.4

0.5

DRAFT OF SPECIFICATIONS

Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:

Coeff. of thermal transmission:

Fixing:

mm

mm 1000

micro-ribbed in galvanized steel/aluminium thickness mm prevarnished on the visible side series

with 5 microns of primer and 20 microns of paint colour



made of rigid plastic with a high level of insulating power made from polyurethane resins, total density kg/m3 40 ±10%,

K = W/m2 K ≡ kcal/m2 h °C

type of fi xing ; screw type and shank ; qty

INSTALLATION EXAMPLE


0.75

0.67

30

0.64

0.57

35

0.56

0.49

40

0.50

0.44

50

0.40

0.35

60

0.34

0.30

80

0.26

0.23

100

0.21

0.18

K

W/m2 K

kcal/m2 h °C

THERMAL INSULATION

120

0.18

0.15

12

ISORIGHE 1000

1000

thickness













In case of aluminium alloy sheet, please notice that aluminium must be the chosen metal coating on both skins; otherwise the panel may deform and bend due to different coeffi cients of thermal expansion of the metal surfaces.

* Upon request, Isopan can supply polyurethane resins suitable to pass the most severe fi re reaction tests, to obtain panels of class M1 according to the French norm P 92-501, B1 or B2 according to the German norm DIN 4102.1- AIPPEG (Associazione Italiana Produttori Pannelli ed Elementi Grecati): Italian Association of Panels and Ribbed Items Manufacturers.

A panel designed for wall use. Characterized by the symmetry of its section and by the micro-ribbed surfaces, designed to satisfy the growing aesthetic demands in the fi eld of designing external walls and internal partitions. This product represents a solution that goes hand in hand with economic , prac t i ca l and functional characteristics.

FIXING INSTRUCTIONS


Quantity:



13

F

F

F

FIRE REACTIONPanels ISORIGHE 1000 fi eld-tested have obtained the following results:C-S3-D0 for 50 mm thick panels (according to EN 13501-1)

OVERLOADS - SPANS

SHEET STEEL THICKNESS 0.5 mm

25

245

220

200

190

180

170

EVENLYDISTRIBUTED

LOADkg/m2

60

80

100

120

140

160

daN/m2

58

78

98

117

137

156

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

30

285

255

235

220

205

195

35

310

280

255

240

225

215

40

345

310

285

265

250

235

50

405

360

335

310

295

280

60

455

410

380

355

335

315

80

545

490

450

420

395

375

100

635

570

525

490

460

435


0.75

0.67

30

0.64

0.57

35

0.56

0.49

40

0.50

0.44

50

0.40

0.35

60

0.34

0.30

80

0.26

0.23

100

0.21

0.18

K

W/m2 K

kcal/m2 h °C

THERMAL INSULATION

120

0.18

0.15


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm

mm 1000








120

715

640

590

550

520

490

25

280

255

230

220

205

200

30

325

295

270

255

240

230

35

360

325

300

280

265

250

40

395

355

330

310

290

275

50

460

420

385

360

340

325

60

525

475

435

410

385

370

80

620

565

520

485

460

435

100

725

655

605

565

535

510

120

805

735

680

635

600

575

ALUMINIUM STEEL THICKNESS 0.6 mm

25

180

165

150

140

135

125

EVENLYDISTRIBUTED

LOADkg/m2

60

80

100

120

140

160

daN/m2

58

78

98

117

137

156

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

30

210

190

175

165

155

145

35

230

210

190

180

170

160

40

260

235

215

200

190

180

50

300

270

250

235

220

210

60

340

310

285

265

250

240

80

405

365

335

310

295

280

100

470

430

390

365

345

325

120

525

475

435

405

385

365

25

210

190

175

165

155

145

30

245

220

205

190

180

170

35

265

240

220

210

195

190

40

295

265

245

230

220

210

50

345

310

290

270

255

245

60

390

355

325

305

290

275

80

460

415

385

360

340

325

100

535

485

445

420

395

375

120

600

545

500

470

445

425

WEIGHTS OF PANELS


9.20

30

9.40

35

9.60

40

9.80

50

10.20

60

10.60

80

11.50

100

12.30

WEIGHT

kg/m2

120

13.10


DEVIATIONS mm



L > 3 m ± 10 mm



D > 100 mm ± 2 %




14

ISOPIANO 1000

1000

thickness














A panel designed for wall use. Characterized by the symmetry of the sections and by the planarity of the surfaces. Designed to satisfy aesthetic and architectural needs in the realization of inner partition walls.

FIXING INSTRUCTIONS


Quantity:



15

F

F

F

OVERLOADS - SPANS


25

245

220

200

190

180

170

EVENLYDISTRIBUTED

LOADkg/m2

60

80

100

120

140

160

daN/m2

58

78

98

117

137

156

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

30

285

255

235

220

205

195

35

310

280

255

240

225

215

40

345

310

285

265

250

235

50

405

360

335

310

295

280

60

455

410

380

355

335

315

80

545

490

450

420

395

375

100

635

570

525

490

460

435


0.75

0.67

30

0.64

0.57

35

0.56

0.49

40

0.50

0.44

50

0.40

0.35

60

0.34

0.30

80

0.26

0.23

100

0.21

0.18

K

W/m2 K

kcal/m2 h °C

THERMAL INSULATION

120

0.18

0.15


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm

mm 1000

fl at in galvanized steel/embossed aluminium thickness mm prevarnished on the visible side series

with 5 microns of primer and 20 microns of paint colour (1)

fl at in galvanized steel/embossed aluminium thickness mm prevarnished on the visible side series

with 5 microns of primer and 20 microns of paint colour (1)




120

715

640

590

550

520

490

25

280

255

230

220

205

200

30

325

295

270

255

240

230

35

360

325

300

280

265

250

40

395

355

330

310

290

275

50

460

420

385

360

340

325

60

525

475

435

410

385

370

80

620

565

520

485

460

435

100

725

655

605

565

535

510

120

805

735

680

635

600

575


25

180

165

150

140

135

125

EVENLYDISTRIBUTED

LOADkg/m2

60

80

100

120

140

160

daN/m2

58

78

98

117

137

156

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

30

210

190

175

165

155

145

35

230

210

190

180

170

160

40

260

235

215

200

190

180

50

300

270

250

235

220

210

60

340

310

285

265

250

240

80

405

365

335

310

295

280

100

470

430

390

365

345

325

120

525

475

435

405

385

365

25

210

190

175

165

155

145

30

245

220

205

190

180

170

35

265

240

220

210

195

190

40

295

265

245

230

220

210

50

345

310

290

270

255

245

60

390

355

325

305

290

275

80

460

415

385

360

340

325

100

535

485

445

420

395

375

120

600

545

500

470

445

425

WEIGHTS OF PANELS


9.20

30

9.40

35

9.60

40

9.80

50

10.20

60

10.60

80

11.50

100

12.30

WEIGHT

kg/m2

120

13.10

(1) Alternatively, a PVC lamina fi nish, thickness 100 microns.

FIRE REACTIONPanels ISOPIANO1000 fi eld-tested have obtained the following results:C-S3-D0 for 50 mm thick panels (according to EN 13501-1)


DEVIATIONS mm



L > 3 m ± 10 mm



D > 100 mm ± 2 %




16

NUOVO ISOPARETE 1000®

1000

thickness






INSULATING MASSRigid plastic with a high level of insulating power, made from polyurethane resins (PUR) and poliisocianurates (PIR) both self-extinguishable *, with the following standards of quality:- thermal conducibility at 10°C: λm = 0,020 W/mK - total density: 40 kg/m3 ±10%- value of adhesion to supports: 0,10 N/mm2

- value of compression at 10% of deformation: 0,11 N/mm2.







* Upon request, Isopan can supply polyurethane resins suitable to pass the most severe fi re reaction tests, to obtain panels of class M1 according to the French norm P 92-501, B1 or B2 according to the German norm DIN 4102.1 - AIPPEG (Associazione Italiana Produttori Pannelli ed Elementi Grecati): Italian Association of Panels and Ribbed Items Manufacturers.

A panel designed for wall use. Characterized by its interlock and fi xing system, it produces systems that last throughout the years and that are at the same time aesthetically valid: the fi xing, hidden by its interlocks, provides it with a very modular profile. This joint ensures a high level of air thightness.

FIXING INSTRUCTIONS


Quantity:

WALL USE IN NORMAL CONDITIONSscrew- self-tapping diam. 6,0 mm for surface support ≥ 3 mmself-threading diam. 6,3 mm for surface support < 3 mm with false washer incorporatedlength: nominal thickness of panel - 5÷10 mmOne per panel for all supports

For panels with aluminium supports request special instructions.

WALL USE IN STRONG DEPRESSIONscrew-plate 20x60 mmself-tapping diam. 6,0 mm for surface support ≥ 3 mmself-threading diam. 6,3 mm for surface support < 3 mm with false washer incorporatedlength: nominal thickness of panel - 5÷10 mmOne per panel for all supports

17


DEVIATIONS mm



L > 3 m ± 10 mm



D > 100 mm ± 2 %




F

OVERLOADS - SPANS


EVENLYDISTRIBUTED

LOADkg/m2

60

80

100

120

140

160

daN/m2

58

78

98

117

137

156

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

35

310

280

255

240

225

215

40

345

310

285

265

250

235

50

405

360

335

310

295

280

60

455

410

380

355

335

315

80

545

490

450

420

395

375

100

635

570

525

490

460

435

WEIGHTS OF PANELS


10.10

40

10.30

50

10.70

60

11.10

80

11.90

100

12.70

WEIGHT

kg/m2


0.56

0.49

40

0.50

0.44

50

0.40

0.35

60

0.34

0.30

80

0.26

0.23

100

0.21

0.18

K

W/m2 K

kcal/m2 h °C

THERMAL INSULATION


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm

mm 1000









EVENLYDISTRIBUTED

LOADkg/m2

60

80

100

120

140

160

daN/m2

58

78

98

117

137

156

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

35

360

325

300

280

265

250

40

395

355

330

310

290

275

50

460

420

385

360

340

325

60

525

475

435

410

385

370

80

620

565

520

485

460

435

100

725

655

605

565

535

510

35

230

210

190

180

170

160

40

260

235

215

200

190

180

50

300

270

250

235

220

210

60

340

310

285

265

250

240

80

405

365

335

310

295

280

100

470

430

390

365

345

325

35

265

240

220

210

195

190

40

295

265

245

230

220

210

50

345

310

290

270

255

245

60

390

355

325

305

290

275

80

460

415

385

360

340

325

100

535

485

445

420

395

375


18

NUOVO ISOPARETE PIANO 1000

thickness

1000






INSULATING MASSRigid plastic with a high level of insulating power, made from polyurethane resins (PUR) and poliisocianurates (PIR) both self-extinguishable *, with the following standards of quality:- thermal conducibility at 10°C: λm = 0,020 W/mK - total density: 40 kg/m3 ±10%- value of adhesion to supports: 0,10 N/mm2

- value of compression at 10% of deformation: 0,11 N/mm2.







* Upon request, Isopan can supply polyurethane resins suitable to pass the most severe fi re reaction tests, to obtain panels of class M1 according to the French norm P 92-501, B1 or B2 according to the German norm DIN 4102.1 - AIPPEG (Associazione Italiana Produttori Pannelli ed Elementi Grecati): Italian Association of Panels and Ribbed Items Manufacturers.

A panel designed for wall use. Characterized by its interlock and fi xing system, it produces systems that last throughout the years and that are at the same time aesthetically valid. A product with a high level of aesthetic and architectural prestige. It combines quality and planarity of the surfaces with that of the fi xing hidden wi th in the in ter lock. This joint ensures a high level of tightness.

FIXING INSTRUCTIONS


Quantity:

WALL USE IN NORMAL CONDITIONSscrew- self-tapping diam. 6,0 mm for surface support ≥ 3 mmself-threading diam. 6,3 mm for surface support < 3 mm with false washer incorporatedlength: nominal thickness of panel - 5÷10 mmOne per panel for all supports

For panels with aluminium supports request special instructions.

WALL USE IN STRONG DEPRESSIONscrew-plate 20x60 mmself-tapping diam. 6,0 mm for surface support ≥ 3 mmself-threading diam. 6,3 mm for surface support < 3 mm with false washer incorporatedlength: nominal thickness of panel - 5÷10 mmOne per panel for all supports

19


DEVIATIONS mm



L > 3 m ± 10 mm



D > 100 mm ± 2 %




F

OVERLOADS - SPANS


EVENLYDISTRIBUTED

LOADkg/m2

60

80

100

120

140

160

daN/m2

58

78

98

117

137

156

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

35

310

280

255

240

225

215

40

345

310

285

265

250

235

50

405

360

335

310

295

280

60

455

410

380

355

335

315

80

545

490

450

420

395

375

100

635

570

525

490

460

435

WEIGHTS OF PANELS


10.10

40

10.30

50

10.70

60

11.10

80

11.90

100

12.70

WEIGHT

kg/m2


0.56

0.49

40

0.50

0.44

50

0.40

0.35

60

0.34

0.30

80

0.26

0.23

100

0.21

0.18

K

W/m2 K

kcal/m2 h °C

THERMAL INSULATION


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm

mm 1000

fl at in galvanized steel/aluminium thickness mm prevarnished on the visible side series


fl at in galvanized steel/aluminium thickness mm prevarnished on the visible side series


made of rigid plastic with a high level of insulating power made from polyurethane resins, total density kg/m3 40 ±10%




EVENLYDISTRIBUTED

LOADkg/m2

60

80

100

120

140

160

daN/m2

58

78

98

117

137

156

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

35

360

325

300

280

265

250

40

395

355

330

310

290

275

50

460

420

385

360

340

325

60

525

475

435

410

385

370

80

620

565

520

485

460

435

100

725

655

605

565

535

510

35

230

210

190

180

170

160

40

260

235

215

200

190

180

50

300

270

250

235

220

210

60

340

310

285

265

250

240

80

405

365

335

310

295

280

100

470

430

390

365

345

325

35

265

240

220

210

195

190

40

295

265

245

230

220

210

50

345

310

290

270

255

245

60

390

355

325

305

290

275

80

460

415

385

360

340

325

100

535

485

445

420

395

375

20

ISOPARETE 1000

1000

thickness



DEVIATIONS mmLength L ≤ 3 m ± 5 mm – L > 3 m ± 10 mmEffective width ± 2 mmThickness D ≤ 100 mm ± 2 mm – D > 100 mm ± 2 %Deviation from perpendicularity 6 mmMisalignment of internal metal facing ± 3 mm



METAL SUPPORTS- Rolled steel sheets galvanised by the Sendzimir process (UNI EN 10326-UNI

EN 10327)- Rolled steel sheets galvanised and prepainted by the Coil Coating process- Rolled sheets in aluminium alloy, with natural fi nish, embossed and prepainted

(EN 485)- Prepainting carried out by continuous process, with thickness on the visible

side of 5 microns of primer and 20 microns of paint, in the following series: PS-PX-PVDF (special products can be supplied on request, with extremely high anti-corrosion properties).

- Rolled copper sheets (DIN 1787/17670/1791).

INSULATING CORERigid foam with high insulating power with a base of polyurethane (PUR) or polyisocyanurate (PIR) resins, both self-extinguishing*, meeting the following qualitative standards:- reference thermal conductivity at 10°C: λm = 0.020 W/mK - total density: 40 kg/m3 ±10%- adhesion value to supports: 0.10 N/mm2

- compression value at 10% deformation: 0.11 N/mm2.

THERMAL INSULATIONThe heat transmission coeffi cients K stated in the sheet should be treated as useful design values, at 10°C; the calculation takes account of the two laminar resistances, external and internal, and of the calculated useful thermal conductivity at 10°C (obtained by applying to λm the loading m = 10%): λ = 0.022 W/mK.

LOADING - Deformation: a maximum curvature of 1/200 L is permissible- Defl ection: it is assumed that the defl ecting force is completely absorbed by

the supporting sheets- Shear: it is assumed that the shear force is partly absorbed by the supporting

sheets and partly by the resin.The data given in Tables 1 and 2 should be treated as indicative. It is left up to the designer to check them in relation to specifi c applications.

INSTRUCTIONS FOR FITTINGThe project manager should evaluate the conditions of use according to the local climatic situation. Particular attention should be paid to the fi xing of panels with aluminium, copper supports or dark colour painted steel.For further information, please consult “RECOMMENDATIONS FOR THE FIXING OF STEEL PANELS AND OF INSULATED METAL PANELS” issued by AIPPEG and the “MANUALE DI POSA E FISSAGGI” drawn up by Isopan Spa.


* On request, Isopan can supply polyurethane resins that pass the strictest fi re reaction tests, to obtain panels of class M1 according to the French standard P 92-501, B1 or B2 according to the German DIN 4102.1 - AIPPEG (Associazione Italiana Produttori Pannelli ed Elementi Grecati): Italian Association of Panels and Ribbed Items Manufacturers.

A panel designed for wall use. It features a patented system for fi xing panels and slotting them together, and offers a finished product with good looks and durability. The fi xing system, which is concealed in the joints, makes the design of the profi le modular.


0.500.44

500.400.35

600.340.30

800.260.23

1000.210.18

K

W/m2 Kkcal/m2 h °C

THERMAL INSULATION

FIXING INSTRUCTIONS


Quantity:

WALL USE UNDER NORMAL CONDITIONSScrew- self-tapping, Ø 6.0 mm for ≥ 3 mm thick supports;- self-threading, Ø 6.3 mm for < 3 mm thick supports, with incorporated false washer;length: panel nominal thickness +10 mmOne for each panel for all supports

For panels with aluminium supports, please require ISOPAN’s special instructions.

WALL USE IN CONDITIONS OF STRONG DEPRESSIONScrew-plate 20 x 60 mmself-tapping, Ø 6.0 mm for ≥ 3 mm thick supports; - self-threading, Ø 6.3 mm for < 3 mm thick supports, without incorporated false washer;length: panel nominal thickness +10 mmOne for each panel for all supports

21

A

B

≥ 30 mm

F

The Isopan Spa recommends during the installation to utilize an appropriate steel plate for fi xing distribution stresses.

ALUMINIUM SHEETS - THICKNESS 0.6 mm


4010.30

5010.70

6011.10

8011.90

10012.70kg/m2

kg/m2

6080

100120140160

daN/m2

587898117137156

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm40

260235215200190180

50

300270250235220210

60

340310285265250240

80

405365335310295280

100

470430390365345325

40

295265245230220210

50

345310290270255245

60

390355325305290275

80

460415385360340325

100

535485445420395375

kg/m2

6080

100120140160

daN/m2

587898117137156

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

40

345310285265250235

50

405360335310295280

60

455410380355335315

80

545490450420395375

100

635570525490460435

40

395355330310290275

50

460420385360340325

60

525475435410385370

80

620565520485460435

100

725655605565535510

OVERLOADS - SPANS

WEIGHTS OF PANELS

EVENLYDISTRIBUTED

LOAD

EVENLYDISTRIBUTED

LOAD

NOMINAL THICKNESS OF PANEL mmWEIGHT



Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm

mm 1000

micro-ribbed in galvanised steel or aluminium, mm thick, prepainted visible side: line

with 5 µm primer and 20 µm paint , colour

micro-striped in galvanised steel or aluminium, mm thick, prepainted visible side: line


Highly insulating rigid expanded polyurethane resin-based; Total density kg/m3 40 ±10%


type of fi xing device ; type of screw ; quantity

VERTICAL USE

HORIZONTAL USE

In the planning stage, together with the analysis of static load, the holding of the joint has to be taken into consideration.

22

ISOCLASS 1000

K

W/m2 Kkcal/m2 h °C




(EN 485)- Prepainting carried out by continuous process, with thickness on the visible

side of 5 microns of primer and 20 microns of paint, in the following series: PS-PX-PVDF (special products can be supplied on request, with extremely high anti-corrosion properties).

- Rolled copper sheets (DIN 1787/17670/1791).

INSULATING CORERigid foam with high insulating power with a base of polyurethane (PUR) or polyisocyanurate (PIR) resins, both self-extinguishing*, meeting the following qualitative standards:- reference thermal conductivity at 10°C: λm = 0.020 W/mK - total density: 40 kg/m3 ±10%- adhesion value to supports: 0.10 N/mm2

- compression value at 10% deformation: 0.11 N/mm2.

THERMAL INSULATIONThe heat transmission coeffi cients K stated in the sheet should be treated as useful design values, at 10°C; the calculation takes account of the two laminar resistances, external and internal, and of the calculated useful thermal

conductivity at 10°C (obtained by applying to λm the loading m = 10%): λ = 0.022 W/mK.



sheets and partly by the resin.The data given in Tables 1 and 2 should be treated as indicative. It is left up to the designer to check them in relation to specifi c applications.

INSTRUCTIONS FOR FITTINGThe project manager should evaluate the conditions of use according to the local climatic situation. Particular attention should be paid to the fi xing of panels with aluminium, copper supports or dark colour painted steel.For further information, please consult “RECOMMENDATIONS FOR THE FIXING OF STEEL PANELS AND OF INSULATED METAL PANELS” issued by AIPPEG and the “MANUALE DI POSA E FISSAGGI” drawn up by Isopan Spa.

* On request, Isopan can supply polyurethane resins that pass the strictest fi re reaction tests, to obtain panels of class M1 according to the French standard P 92-501, B1 or B2 according to the German DIN 4102.1 - AIPPEG (Associazione Italiana Produttori Pannelli ed Elementi Grecati): Italian Association of Panels and Ribbed Items Manufacturers.

A panel designed for wall use. It features a patented system for fi xing panels and slotting them together, and offers a finished product with good looks and durability. The fi xing system, which is concealed in the joints, makes the design of the profi le modular.

FIXING INSTRUCTIONS


Quantity:

WALL USE UNDER NORMAL CONDITIONSScrew- self-tapping, Ø 6.0 mm for ≥ 3 mm thick supports;- self-threading, Ø 6.3 mm for < 3 mm thick supports, with incorporated false washer;length: panel nominal thickness +10 mmOne for each panel for all supports

For panels with aluminium supports, please require ISOPAN’s special instructions.

WALL USE IN CONDITIONS OF STRONG DEPRESSIONScrew-plate 20 x 60 mmself-tapping, Ø 6.0 mm for ≥ 3 mm thick supports; - self-threading, Ø 6.3 mm for < 3 mm thick supports, without incorporated false washer;length: panel nominal thickness +10 mmOne for each panel for all supports





NOMINAL THICKNESS OF PANEL mm

THERMAL INSULATION

1000

panelthickness

22

125

72 92 102 0,34 0,26 0,23 0,30 0,23 0,20

23

A

B

The Isopan Spa recommends during the installation to utilize an appropriate steel plate for fi xing distribution stresses.

WEIGHTS OF PANELSNOMINAL THICKNESS OF PANEL mmWEIGHT

kg/m2

STEELTHICKNESS

mm0,5

OVERLOADS - SPANS


SHEET STEEL THICKNESS 0,6-0,5 mm


kg/m2

6080

100120140160

daN/m2

587898117137156

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

kg/m2

6080

100120140160

daN/m2

587898117137156

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

EVENLYDISTRIBUTED

LOAD

EVENLYDISTRIBUTED

LOAD

Example of modular assembly of the Iso-class 1000 panel with the IsoparetePlissé 1000 panel Isoclass 72 mm combinable with Isoparete Plissé 60 mmIsoclass 92 mm combinable with Isoparete Plissé 80 mm

VERTICAL USE HORIZONTAL USE


≥ 30 mm

F

F

F


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm

mm 1000

sinusoidal wave profi ling in galvanised steel or aluminium, mm thick, prepainted visible side: line


micro-striped in galvanised steel or aluminium, mm thick, prepainted visible side: line


Highly insulating rigid expanded polyurethane resin-based; Total density kg/m3 40 ±10%



72 92 102

11,1 11,9 12,3

72 92 102

449 543 587 405 490 529 372 451 488 348 421 456 328 398 430 312 378 409

72 92 102

516 622 673 466 563 608 431 520 562 404 488 527 382 461 499 364 440 476

72 92 102

464 560 605 417 504 545 384 465 503 358 434 469 338 409 443 321 389 421

72 92 102

532 641 693 481 580 627 445 536 580 416 502 543 393 475 514 375 453 490

24

ISOFRIGO 1000

effective width

thickness

effective width available in two sizes: 1000 - 1155 mm


METAL SUPPORTS- Rolled steel sections galvanised by the Sendzimir process (UNI EN 10326-

UNI EN 10327)- Rolled steel sections galvanised and prepainted by the Coil Coating process- Rolled sections in aluminium alloy, with natural and prepainted fi nish (EN 485)- Prepainting carried out by continuous process, with thickness, on the visible

side, of 5 microns of primer and 20 microns of paint, in the following series: PS-PX-PVDF (special products can be supplied on request, with extremely high anti-corrosion properties).

- Prepainted PS and PVC coatings (standard colours), complying with current regulations on contact with foodstuffs.

INSULATING CORERigid foam with high insulating power, with a base of Self-extinguishing* polyurethane resins (PUR), meeting the following qualitative standards:- reference thermal conductivity at 10°C: λm = 0.020 W/mK - total density: 40 kg/m3 ±10%- adhesion to supporting surfaces: 0.10 N/mm2

- compression pressure required to produce 10% deformation: 0.11 N/mm2.

THERMAL INSULATIONThe coeffi cients of heat transmission K stated in the sheet should be taken as usable for design purposes, at 10°C; the calculation takes account of the two laminar resistances, external and internal, and of the thermal conductivity

usable for calculation purposes at 10°C (obtained by applying the increment m = 10% to λm): λ = 0.022 W/mK.

LOADING- Deformation: a maximum curvature of 1/200 L is permissible- Defl ection: it is assumed that the bending moment is completely absorbed

by the supporting sheets- Shear: it is assumed that the shear force is partly absorbed by the supporting

sheets and partly by the resin.The data given in the tables are to be considered indicative only. It is left up to the designer to check them in relation to specifi c applications.

INSTRUCTIONS FOR FIXINGThe project manager should evaluate the conditions of use according to the local climatic situation. Particular attention should be paid to the fi xing of panels with aluminium, copper supports or dark colour painted steel.For further information, please consult “RECOMMENDATIONS FOR THE FIXING OF STEEL PANELS AND OF INSULATED METAL PANELS” issued by AIPPEG and the “MANUALE DI POSA E FISSAGGI” drawn up by Isopan Spa.

* On request, Isopan can supply polyurethane resins capable of passing the most severe tests for reaction to fi re, in order to obtain panels of class M1 in terms of the French standard P 92-501, and B1 or B2 in terms of the German standard DIN 4102.1- AIPPEG (Associazione Italiana Produttori Pannelli ed Elementi Grecati): Italian Association of Panels and Ribbed Items Manufacture.

A self-supporting insulated metal panel, very versatile and easy to fit. Its extremely high performance as thermal insulation, and the excellent quality of its jointing and fi xing system, make it particularly suitable for the construction of walls, ceilings, cladding and infi l l in storages and refrigerated cells at negative or pos i t i ve t empera tu re , con se r va t i on chambe r s , controlled temperature and processing rooms.

Refrigerated cells constructed with Isofrigo panels.

EXAMPLES OF APPLICATIONS

25

acacaaaaaaaa


DEVIATIONS mm



L > 3 m ± 10 mm



D > 100 mm ± 2 %




*Standard sealing gasket applied in production *Predisposition for the setting of gaskets or sealing to be installed while assembling

SERVICE STATIC PROPERTIES

* Not suffi cient for cell operating temperatures lower than 0°C.

1

2

2

2 -

1 -

F

with load depression at 20 kg/m2 - with load depression at 30 kg/m2

F

IMPORTANCE OF SEALING THE JOINT (vapour barrier)When the refrigerated cell comes into operation and the temperature falls, the internal depression produced by the low temperature favours the passage of air from the outside to the inside of the cell.If the seal is less than perfect, the moist air could succeed in crossing the joint and reach the area of the inner face of the panel, favouring the appearance of condensation. When the condensation encounters negative temperatures, it could cause the formation of ice.The ice damages the structure of the joint, causing a further loss of effi ciency in the cell, and in the most serious cases, compromises the adhesion between the sheets and the insulating core. Having conducted thorough analysis of these phenomena, Isopan recommends using suitable profi les and seals, such as expanding gaskets or similar sealants, to obtain good waterproof performance from the joint.

Low temperature cell

PERMISSIBLE LOADS

FACINGS IN STEEL, THICKNESS 0.5 mm

EVENLYDISTRIBUTED

LOADkg/m2

60

80

100

120

140

160

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

80 100 120 150 180 200

545 635 715 790 845 870

490 570 640 700 740 765

450 525 590 640 670 690

420 490 550 590 610 625

395 460 520 545 555 560

375 435 490 515 525 530

80 100 120 150 180 200

620 725 805 905 975 1035

565 655 735 805 865 920

520 605 680 740 800 855

485 565 635 685 735 775

460 535 600 640 675 700

435 510 575 605 630 650

MAX. SPAN cm

SHEET STEEL THICKNESS 0.5 mm SHEET STEEL THICKNESS 0.5 mm


0,26

0,23

100

0,21

0,18

120

0,18

0,15

150

0,14

0,12

180

0,12

0,10

200

0,11

0,09

K

W/m2 K

kcal/m2 h °C

THERMAL INSULATION

WEIGHTS OF PANELS


kg/m2

STEELTHICKNESS

mm0,5

80

11,3

100

12,1

120

12,9

150

13,7

180

14,5

200

15,3


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

Expanding gasket:

mm

mm 1000/1155

micro-corrugated in galvanised steel/aluminium thickness mm prepainting on visible side series


micro-corrugated in galvanised steel/aluminium thickness mm prepainting on visible side series


rigid foam with high insulating power, on a base of polyurethane resins, total density kg/m3 40 ±10%


type of fi xing ; type & dia. of screws ; quantity

rolls ; quantity (m)

CONCENTRATED LOAD

kg

WEIGHT + 120


80 100 120 150 180 200

525 640 765 930 1045 1130

MAX. SPAN cm

EVENLYDISTRIBUTED

LOADkg/m2

WEIGHT + 20

WEIGHT + 30


80 100 120 150 180 200

600 690 770 900 1010 1100

545 630 705 820 925 1020

MAX. SPAN cm

26

ISOFIRE WALL 1000

1000

thickness

A panel designed for wall use. It features a core of mineral fibre which ensures that the product is incombust ible, besides delivering excellent thermal insulation. I t was created to satisfy the growing d e m a n d f o r i m p r o v e d performance in fi re behaviour, and is suitable for constructing external walls and internal dividing walls. The particular design of joint means that the screw is concealed inside the panel, thus giving the panel an excellent aesthetic effect.




(EN 485)- Prepainting carried out by continuous process, with thickness on the visible side

of 5 microns of primer and 20 microns of paint, in the following series: PS-PX-PVDF (special products can be supplied on request, with extremely

high anti-corrosion properties).

INSULATING COREInsulating layer manufactured from high-density mineral fi bres (100 kg/m3, λm = 0.040 W/mK at 10 °C).


the supporting sheets

- Shear: it is assumed that the shear force is partly absorbed by the supporting sheets and partly by the insulation.

The data given in the tables are to be considered indicative. It is left up to the designer to check them in relation to specifi c applications.

INSTRUCTIONS FOR FIXINGThe project manager should evaluate the conditions of use according to the local climatic situation. Particular attention should be paid to the fi xing of panels with aluminium, copper supports or dark colour painted steel.For further information, please consult “RECOMMENDATIONS FOR THE FIXING OF STEEL PANELS AND OF INSULATED METAL PANELS” issued by AIPPEG and the “MANUALE DI POSA E FISSAGGI” drawn up by Isopan Spa.

The greatest recommended length for safe movement of the mineral fi bre panels is 6000 mm.


1- AIPPEG (Associazione Italiana Produttori Pannelli ed Elementi Grecati): Italian Association of Panels and Ribbed Items Manufacture.

FIXING INSTRUCTIONS


Quantity:

USE IN WALLSscrew-washer in PVC (*)self-piloting Ø 6.0 mm for bearing thickness ≥ 3 mmself-tapping Ø 6.3 mm for bearing thickness < 3 mmlength: panel nominal thickness + 0÷10 mmTwo per panel for end fi xingsOne per panel for intermediate fi xings

(*) In cases of strong depression we recommend fi tting a plate under the screw. For panels with supports in aluminium, please ask for special instructions.

27

A

B

FIRE RESISTANCE (circular letter number 91, dated 14th September 1961)Panels ISOFIRE WALL PLISSÉ 1000 field-tested have obtained the following results:REI level 60 for 80 mm thick panels

≥ 3

0 m

m

FThe Isopan Spa recommends during the installation to utilize an appropriate steel plate for fi xing distribution stresses.


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm

mm 1000

microribbed, in galvanised steel/aluminium, thickness mm , prepainted visible side: line ,

with 5 microns of primer and 20 microns of painting , colour



carried out by high-density mineral fi bres (100 kg/m3)

K = W/m2, K ≡ kcal/m2 h °C


VERTICAL USE HORIZONTAL USE

OVERLOADS - SPANS

NOMINAL THICKNESS OF PANEL mmK

W/m2 K

kcal/m2 h °C

THERMAL INSULATION

50 80 100 120 150

0,75 0,5 0,4 0,33 0,27

0,67 0,44 0,35 0,30 0,24

WEIGHTS OF PANELS


kg/m2

kg/m2

STEELTHICKNESS

0,5

0,6

50 80 100 120 150

12,8 15,5 17,3 19,5 22,7

14,50 17,20 19,00 21,40 24,40

GALVANIZED STEEL SHEETS – THICKNESS 0.6 mm

EVENLYDISTRIBUTED

LOADPANEL THICKNESS mm PANEL THICKNESS mm

kg/m2

60

80

100

120

150

daN/m2

58

78

98

117

147

50 80 100 120 150 50 80 100 120 150

390 495 555 605 655 420 530 600 660 700

325 430 480 525 565 360 480 540 580 600

260 385 430 470 510 290 410 455 490 520

215 345 390 430 470 240 340 395 420 445

170 280 345 385 425 190 270 310 340 375

MAX. SPAN cmMAX. SPAN cm






28

ISOFIRE WALL 1000

1000

thickness

This panel is designed for sloped wall use. Its mineral f i b r e c o r e g u a r a n t e e s incombustibility, as well as assuring an excellent thermal insulation. ISOFIRE WALL 1000 was designed to meet the growing requirements in terms of fi re behaviour and is indicated for both external and internal partition walling.


METAL SURFACES- Sendzimir galvanised steel sheet (UNI EN 10326-UNI EN 10327).- Galvanised steel sheet, pre-painted by means of a Coil Coating process.- Aluminium alloy sheet, mill fi nish, stucco embossed or pre-painted (EN

485).- Continuous pre-painting process with a 5 μm thick primer and a 20 μm paint

on the item’s visible side. Available in the following lines: PS-PX-PVDF (On request, ISOPAN can also supply very anticorrosive special products).

INSULATING LAYERInsulating layer made of high-density mineral fi bres (100 kg/m3, λm = 0.040 W/mK at 10° C).

LOAD LIMITS- Deformation: a defl ection equal to or lower than 1/200 L of the free span is

admitted.- Defl ection: it is assumed that the bending stress is completely absorbed by

the steel support sheets.- Cut: it has been assumed that the cutting stress is absorbed partly by the steel

support sheets and partly by the insulation material.

The data specifi ed in tables 1 and 2 are to be considered as indicative. The designer will have to verify and adjust such details with regard to every specifi c application.


The maximum recommended length for correctly handling mineral fi bre panels is 6000 mm.


1 - AIPPEG (Associazione Italiana Produttori Pannelli ed Elementi Grecati): Italian Association of Panels and Ribbed Items Manufacturers.

FIXING INSTRUCTIONS


Quantity:

WALL APPLICATIONPVC screw-washer (*)self-tapping. Ø 6.0 mm for ≥ 3 mm thick supports; self-threading, Ø 6.3 mm for < 3 mm thick supports, with an incorporated drive washer; length: panel nominal thickness + 20 ÷ 30 mmTwo for each panel (terminal supports); one for each panel (intermediate supports)

(*) In the event of a considerable structural low, it is advisable to interpose a 50 Ø mm washer. For panels with aluminium or copper supports, please require ISOPAN’s special instructions.

29

On request, ISOPAN can issue the following fi re behaviour certifi cations:

FIRE REACTIONPanels ISOFIRE WALL 1000 field-tested in accordance with the Ministerial Decree dated 26th June 1984, have been granted the fi re reaction category 0-0.

FIRE RESISTANCEPanels ISOFIRE WALL 1000 fi eld-tested have obtained the following results: REI level 30 for 50 mm thick panels (in accordance with circular letter n. 91 dated 14th september 1961) REI level 60 for 80 mm thick panels (in accordance with circular letter n. 91 dated 14th september 1961) REI level 120 for 100 mm thick panels. (in accordance with circular letter n. 91 dated 14th september 1961) EI 60 for 80 mm thick panels (in accordance with EN 13501-2) EI 90 for 120 mm thick panels (in accordance with EN 13501-2) EI 180 for 150 mm thick panels (in accordance with EN 13501-2)


DEVIATIONS mm



L > 3 m ± 10 mm



D > 100 mm ± 2 %




F

F

F

OVERLOADS - SPANS


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm

mm 1000









W/m2 K

kcal/m2 h °C

THERMAL INSULATION

50 80 100 120 150

0,75 0,5 0,4 0,33 0,27

0,67 0,44 0,35 0,30 0,24

WEIGHTS OF PANELS


kg/m2

kg/m2

STEELTHICKNESS

0,5

0,6

50 80 100 120 150

12,8 15,5 17,3 19,5 22,7

14,50 17,20 19,00 21,40 24,40


EVENLYDISTRIBUTED


kg/m2

60

80

100

120

150

daN/m2

58

78

98

117

147

50 80 100 120 150 50 80 100 120 150

365 460 520 565 610 395 495 565 620 655

305 400 450 490 530 340 450 510 545 565

245 360 400 440 480 275 385 425 460 490

200 325 365 400 440 225 320 370 390 415

160 260 320 360 395 180 250 285 315 345



EVENLYDISTRIBUTED


kg/m2

60

80

100

120

150

daN/m2

58

78

98

117

147

50 80 100 120 150 50 80 100 120 150

390 495 555 605 655 420 530 600 660 700

325 430 480 525 565 360 480 540 580 600

260 385 430 470 510 290 410 455 490 520

215 345 390 430 470 240 340 395 420 445

170 280 345 385 425 190 270 310 340 375


30

ISOFIRE WALL - FONO

1000

thickness

T h e r a n g e o f “ F O N O ” p a n e l s w a s d e s i g n e d to sa t i s fy the increas ing demands for performance in sandwich panels in terms of soundproofi ng, guaranteeing the non-combust ibi l i ty of the product at all times. The ISOFIRE WALL FONO is used for wall panelling.

FIXING INSTRUCTIONS


Quantity:

USE OF ISOFIRE WALL - FONOscrew-PVC washer (*)self-tapping, Ø 6.0 mm for ≥ 3 mm thick supports; self-threading, Ø 6.3 mm for < 3 mm thick supports, with false incorporated washer; length: panel nominal thickness + 20 ÷ 30 mmTwo for each panel (terminal supports); one for each panel (intermediate supports)

(*) in the case of strong depression the use of a Ø 50 mm washer is recommended. For panels with aluminium or copper supports, please ask for specifi c instructions.


METAL SUPPORTS- Sendzimir galvanised steel sheet (UNI EN 10326-UNI EN 10327).- Galvanised steel sheet, pre-painted by means of a Coil Coating process.- Aluminium alloy sheet, mill fi nish, stucco embossed or pre-painted (EN

485).- Continuous pre-painting process with a 5 μm thick primer and a 20 μm

paint on the item’s visible side. Available in the following lines: PS-PX-PVDF (On request, ISOPAN can also supply very anticorrosive special products).

INSULATING LAYERInsulating layer made of high-density mineral fi bre (100 kg/m3, λm = 0.040 W/mK at 10°C).


admitted.

- Defl ection: it is assumed that the bending stress is completely absorbed by the steel support sheets.

- Cut: it has been assumed that the cutting stress is absorbed partly by the steel support sheets and partly by the insulation material.




31

On request ISOPAN can issue the following certifi cations concerning noise behaviour:

SOUND INSULATION Rw = 29 dB; Rw = 33 dB; Rw = 35 dB - (Wall fono, 50, 80 and 100 thick)

NOISE ABSORPTIONWeighted sound absorption coeffi cient αw = 1

FIRE RESISTANCE (circular letter number 91, dated 14th September 1961)Panels ISOFIRE WALL-FONO 1000 fi eld-tested have obtained the following results:REI level 60 for 100 mm thick panels


DEVIATIONS mm



L > 3 m ± 10 mm



D > 100 mm ± 2 %




F

F

F

OVERLOADS - SPANS


W/m2 K

kcal/m2 h °C

THERMAL INSULATION

50 80 100 120 150

0,75 0,5 0,4 0,33 0,27

0,67 0,44 0,35 0,30 0,24

WEIGHTS OF PANELS


kg/m2

STEELTHICKNESS

0,6

50 80 100 120 150

12,82 15,52 17,32 19,72 22,72


EVENLYDISTRIBUTED


kg/m2

60

80

100

120

150

daN/m2

58

78

98

117

147

50 80 100 120 150 50 80 100 120 150

270 380 430 460 484 340 435 480 510 530

215 330 365 385 399 295 370 425 460 485

175 275 330 355 374 260 335 370 390 405

155 235 290 315 334 240 305 340 360 375

123 195 235 255 269 218 268 305 331 350

MAX. SPAN cm MAX. SPAN cm

32

ISODOGA 1000

1000

thickness








THERMAL INSULATIONThe coeffi cients of thermal transmission “K” mentioned in the data card should be considered useful for projects, at 10°C; calculations have taken into consideration the two external and internal laminate resistances and the

thermal conductivity at 10°C (obtained by applying the oversize m = 10% to λm): λ = 0.022 W/mK.






A panel designed for use in false walls and false ceilings. Characterized by the same I sopare te ex terna l pane l as well as the same system interlocking and fi xing system. The joint guarantees a high level of air retent ion; for particularly critical situations a washer may be inserted. Its low cost allows very economic solu t ions, maintaining at the same time its aesthetic prerogatives.

FIXING INSTRUCTIONS


Quantity:

FOR USE IN STANDARD SITUATIONSscrew- self-tapping diam. 6.0 mm for surface support ≥ 3 mmself-threading diam. 6.3 mm for surface support < 3 mm with false washer incorporatedlength: nominal thickness of panel - 5÷10 mmOne per panel for all supports

FOR USE IN STRONG DEPRESSIONscrew-plate 20x60 mmself-tapping diam. 6.0 mm for surface support ≥ 3 mmself-threading diam. 6.3 mm for surface support < 3 mm with false washer incorporatedlength: nominal thickness of panel - 5÷10 mmOne per panel for all supports

33

WEIGHTS OF PANELS


5.90

35

6.10

WEIGHT

kg/m2

DIMENSIONAL TOLERANCES

DEVIATIONS mm

Length

Effective width

Thickness

Orthometry and rectangularity

± 10

± 1

± 2

± 3


0.64

0.57

35

0.56

0.49

K

W/m2 K

kcal/m2 h °C

THERMAL INSULATION


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm

mm 1000

microridged in galvanized steel thickness mm prevarnished on the visible side series


natural, lacquered and embossed centesimal aluminium




OVERLOADS - SPANS

SHEET STEEL

EVENLYDISTRIBUTED

LOADkg/m2

0

10

20

50

100

daN/m2

0

10

19

49

98

NOMINAL THICKNESS STEEL mm

MAX. SPAN cm


MAX. SPAN cm

0.5

300

210

180

135

110

0.6

300

220

190

145

120

0.7

300

230

200

155

130

0.8

300

240

210

165

140

0.5

380

260

220

170

135

0.6

380

270

230

180

150

0.7

380

280

240

190

160

0.8

380

290

250

200

170

In order to respond to the many requests in the Mediterranean market, Isopan has obtained the homologation for realisation of the Isodomus panel in the REALE ANTICO colour, which offers the following advantages:

No glossy effect, thanks to the satin fi nish on the surface of the panel;

Better matching with the fi nishing of roof tiles and shingles;

High resistance of the aged tile colour, thanks to the extremely high quality of the paint used;

Innovative colouring that is unequalled on the market.

The Isodomus panel has been created

in the REALE ANTICO colour

2010 innovations

35

Roofi ng panels

36

1000

Lamiera esterna PoliuretanoGuarnizione

Lamiera interna / alluminio centesimale / cartonfeltro

50

200 200 200 200 2001000

50

S

Lamiera esterna

Lamiera Interna

PoliuretanoGuarnizioneISODOMUS

ISODOMUS CLASSIC

Exterior skin

Interior skin

ISODOMUS(INSULATED)

ISODOMUS represents the greatest evolution in terms of aesthetics for insulated roofing panels used in civil construction.ISODOMUS Insulated is an expanded polyurethane panel with an architectural roof tile pattern, which allows it to be used as a functional roof covering, while at the same time being greatly appreciated for its appearance; it is lightweight, safe, easy to install and waterproof, in order to satisfy the strictest landscape regulations. ISODOMUS Insulated is the perfect combination of the best ISOPAN technology and traditional roof coverings, guaranteeing the high thermal insulation values that are typical of polyurethane-based products.


METAL SURFACES- Sendzimir galvanised steel sheet (UNI EN 10326-UNI EN 10327).- Galvanised steel sheet, pre-painted by means of a Coil Coating process.- Aluminium alloy sheet, mill fi nish, stucco embossed or pre-painted (EN 485).- Continuous pre-painting process with a 5 μm thick primer and a 20 μm paint on the item’s visible side. Available in the following lines: PS-PX-PVDF (On

request, ISOPAN can also supply very anticorrosive special products).- Copper sheet (DIN 1787/17670/1791).

INSULATING LAYERHighly insulating rigid expanded polyurethane resin-based self-extinguishing materials (PUR), with the following quality standards: - thermal conductivity at 10°C: λm = 0.020 W/mK- total density: 42 kg/m3 ±10%- support adhesion value: 0.10 N/mm2

- compression value at 10% deformation: 0.11 N/mm2

THERMAL INSULATIONThe thermal transmission coeffi cients K specifi ed in the product data sheet are to be considered as design specifi cations at 10° C; reckoning takes into account the two laminar resistances - external and internal - and useful thermal conductivity calculated at 10° C (obtained by applying the increase factor m = 10% to λm): λ = 0.022 W/mK.

INSTALLATION, MAINTENANCE AND INSPECTION Regulation reference: UNI 10372, with the following remarks: - We recommend to install the product with a minimum slope of 11%, to allow a correct water drain.- Where roof walkability should be necessary, we recommend not to over pass a span of 2.4 m between the main supports (Minimum free span available for

a 40 mm th, Isodomus panel)- For a long durability of the product, we recommend to check periodically the roof covering, and to remove any possible leafage or other sediments, that could

cause stagnation.

1- AIPPEG (Associazione Italiana Produttori Pannelli ed Elementi Grecati): Italian Association of Panels and Ribbed Items Manufacturers.

Seal Polyurethane

Exterior skin

Interior skin / aluminium foil / felt-paper

Seal Polyurethane

37

STANDARD PANEL LENGTHS

mm2100 2450 2800 3150 3500 3850 4200 4550 4900 5250 5600 5950 6300 6650 7000 7350 7700 8050

8400 8750 9100 9450 9800 10150 10500 10850 11200 11550 11900 12250 12600 12950 13300

70 350 350 350 350 280L

The values shown in red have no limit conditions as far as defl ection is concerned. * On grey background lights for preventing pedestien access. The values shown, taken from laboratory tests carried out on panels not fi xed to any support, consider a suitable safety coeffi cient. During inspections for maintenance and cleaning it is advisable to use suitable precautions in order not to crush the sheet near the deepest curves. Rubber-soled shoes should be worn and care must be taken in the use of tools and equipment, as these could scratch the paint and underlying galvanization, which could lead to rusting. The covering should be inspected periodically (at least once a year) and any sediment that could cause unwanted water stagnation should be removed.The data indicated in tables are to be considered indicative. The project menager should check this data according to the specifi c applications.

INSTALLATION EXAMPLES

LOAD LIMITS

External steel surface th. 0.5 mm Internal steel surface th. 0.4 mmExternal aluminium surface th. 0.6 mm Internal steel surface th. 0.4 mmExternal copper surface th. 0.5 mm Internal steel surface th. 0.4 mm

PI

PI 1050 1400 1750 2100 2450 2800* 3150* 3500*

400 285 215 160 115 90 65 50 480 360 280 230 200 150 130 110 290 240 230 170 120 70 55 40

420 300 230 165 110 80 60 45

Distance in between fi xing points (mm)Insulation thickness (mm)

40

40

40

WEIGHTS OF PANELS


10,90

50

11,30

60

11,70

WEIGHT

kg/m2


Nominal thickness:Effective width:External support:

Internal support:

Insulation:Coeff. of thermal transmission:Fixing:

mm outside ribbingmm 1000corrugated false roof tiles (rib height 50 mm, distance between ribs 200 mm) in galvanised steel/aluminium/copper thickness mm pre-painted on visible side series with 5 µm of primer and 20 µm of paint colour micro-ribbed in galvanised steel/aluminium/copper thickness mm pre-painted on visible side series with 5 µm of primer and 20 µm of paint colourin stiff high insulating, expanded polyurethane resin, total density 42 ±10% kg/m3

K = W/m2 K ≡ kcal/m2 h °Ctype of fi xing: type of screw: quantity:

STANDARD LENGTHS


W/m2 K

kcal/m2 h °C

THERMAL INSULATION

FIXING EXAMPLES




40

0,36

0,32

50

0,31

0,27

60

0,27

0,23

38

ISOVELA 1000

NOTES FOR CONSULTING THE DATA SHEET (for any information not given, please refer to the AIPPEG regulations1)

METAL SUPPORTS (FACING SHEETS)- Rolled steel sheets galvanised by the Sendzimir process (UNI EN 10326-UNI


(EN 485)- Prepainting carried out by continuous process, paint thickness on the face

side: 5 microns of primer and 20 microns of paint, in the following series: PS-PX-PVDF (special products can be supplied on request, with extremely high anti-corrosion properties).

- Rolled copper sheets (DIN 1787/17670/1791)

INSULATING CORERigid foam with high insulating power with a base of self-extinguishing * polyurethane resins (PUR), meeting the following quality standards:- reference thermal conductivity at 10°C: λm = 0.020 W/mK - total density: 40 kg/m3 ±10%- adhesion value to supports: 0.10 N/mm2


THERMAL INSULATIONThe heat transmission coeffi cients K stated in the sheet should be treated as useful design values, at 10°C; the calculation takes account of the two laminar resistances, external and internal, and of the calculated useful thermal conductivity at 10°C

(obtained by applying to λm the loading m = 10%): λ = 0.022 W/mK.



sheets and partly by the resin.The data given in the tables are to be considered indicative. It is left up to the designer to check them in relation to specifi c applications.

INSTRUCTIONS FOR FIXINGThe designer should evaluate the conditions of use in relation to the local climatic situation. Special precautions must be taken over fi xing panels with supports in aluminium, copper or steel in dark colours.For further information, please see the “RECOMMENDATIONS FOR FITTING RIBBED SHEETS AND INSULATED METAL PANELS” issued by AIPPEG, and “FITTING MANUAL AND FIXINGS” by Isopan SpA.

* On request, Isopan can supply polyurethane resins capable of exceeding the most severe fi re reaction tests, resulting in panels conforming to Class 1 in accordance with French standard P 92-501, B1 or B2 in accordance with German standard DIN 4102.1- AIPPEG: Italian Association of Producers of Ribbed Panels and Fittings.

R o o f i n g p a n e l w i t h 6 sinusoidal waves, with thermal insulation, ideal for large areas of roof, with high-quality appearance and easy to fit. Ideal applications: agricultural and industrial buildings and in sanitation, replacement for asbestos fi bre roofs. Available in a wide range of colours, both gloss and anti-refl ective mat (terracotta, slate grey and green).

INSTRUCTIONS FOR FIXING

Type of fi xingType and length of bolt

Quantity

ROOFING APPLICATIONSscrew-washer in PVC - Capping - Gasket- self-piloting Ø 6.0 mm for bearing thickness ≥ 3 mmself-tapping Ø 6.3 mm for bearing thickness < 3 mm with false washer incorporatedlength: panel nominal thickness + 70÷80 mm One per rib for end fi xings or head-end overlapOne every two ribs for intermediate fi xings

(*) In cases of strong depression we recommend fi tting a Ø 50 mm washer. For panels with supports in aluminium or copper, please ask for special instructions.

USE IN WALLSscrew-washer in PVC (*)- self-piloting Ø 6.0 mm for bearing thickness ≥ 3 mmself-tapping Ø 6.3 mm for bearing thickness < 3 mmwith false washer incorporatedlength: panel nominal thickness + 20÷30 mm One per rib for end fi xings or head-end overlapOne every two ribs for intermediate fi xings

average thickness

1000

200

50

AVERAGE THICKNESS OF PANEL INSULATION [mm]: 60 - 70 - 80

nominal thickness +30 mm

39

OVERLOADS - SPACING

STEEL SHEETS: THICKNESSES EXT 0.5 mm - INT 0.5 mm

UNIFORMLY DISTRIBUTED

LOADkg/m2

80

120

150

200

250

daN/m2

78

117

147

196

245


MAX SPACING cm

SPESSORE NOMINALE DEL PANNELLO mm

MAX SPACING cm

SCHEME FOR TENDER CONTRACTS

Nominal thickness

Useful width

External support

Internal support

Insulation

Heat transmiss. coeff.

Fixings

mm outside rib

mm 1000

ribbed (ribs 50 mm high, spacing 200 mm) in galvanised steel/aluminium/copper thickness mm prepainting on

face side standard with 5 microns of primer and 20 microns of paint colour

micro-ribbed in galvanised steel/aluminium thickness mm prepainting on face side standard


in rigid foam with high insulating power with a base of polyurethane resins, total density 40±10% kg/m3


type of fi xing ; type and length of bolt ; quantity

WEIGHT OF PANELS


kg/m2

kg/m2

THICKNESS OF SHEETS

0,5

0,6

60 70 80

11,4 11,8 12,2

13,2 13,6 14,0

DIMENSIONAL TOLERANCES (in accordance with EN 14509)

DEVIATION mm

Where L is the length and D is the thickness of panels.


L > 3 m ± 10 mm

Useful width ± 2 mm


D > 100 mm ± 2 %

Deviation from perpendicular 6 mm

Misalignment of internal metal facings ± 3 mm

Coupling of lower sheets F = 0 + 3 mm

60 70 80 60 70 80

440 480 519 507 553 597

377 412 446 439 478 517

346 379 410 405 441 477

309 338 367 364 397 430

282 309 335 329 359 388

STEEL SHEETS: THICKNESSES EXT 0.6 mm - INT 0.5 mm

UNIFORMLY DISTRIBUTED

LOADkg/m2

80

120

150

200

250

daN/m2

78

117

147

196

245


MAX SPACING cm


MAX SPACING cm

60 70 80 60 70 80

455 496 536 525 571 617

390 426 460 454 494 534

358 391 423 419 456 493

319 349 378 376 410 444

291 318 345 346 378 408


W/m2 K

kcal/m2 h °C

THERMAL INSULATION

60 70 80

0,34 0,29 0,26

0,29 0,25 0,22

F

F

40

ISOTEGO 1000

1000thickness

1000

500

25 2225

40









WEIGHT CAPACITY- Deformation: an indicator, similar to or below 1/200 L is established

- Flexion: it is believed that the pressure of fl exion is entirely absorbed by the supporting steel

- Kerf: it is believed that the pressure of the cut is partly absorbed by the supporting steel and in part by the resin.

Information indicated in tables 1 and 2 is to be considered indicative. The project manager should check this data according to the specifi c applications.


In case of aluminium alloy sheet, please notice that aluminium must be the chosen metal coating on both skins; otherwise the panel may deform and bend due to different coeffi cients of thermal expansion of the metal surfaces. For lengths superior to 6.000 mm, ISOPAN suggests to make slottings in correspondence to the fi xing holes. As explained in the ISOPAN SpA laying and fi xing handbook, those slottings are supposed to absorb the major thermal expansion.


A p a n e l d e s i g n e d f o r pitched covering surfaces. Characterized by its high economic benefi ts, especially when heavy working conditions are not foreseen. The product guarantees excellent aesthetic features and an excel lent reliabili ty with regards to rigidity. The possibility of using a single kind of panel for both roofi ng and walling simplifi es design and material supply.

FIXING INSTRUCTIONS


Quantity:

FOR USE IN ROOFINGPVC screw-washer - cap - gasket- self-tapping diam. 6.0 mm for surface support ≥ 3 mmself-threading diam. 6.3 mm for surface support < 3 mm with false washer incorporatedlength: nominal thickness of panel + 60÷70 mmOne for each ridge for all supports

(*) In the case of strong depression a 50 mm diam. washer should be interposed. For panels with aluminium or copper supports request special instructions.

FOR USE IN WALLINGPVC screw-washer (*)- self-tapping diam. 6.0 mm for surface support ≥ 3 mmself-threading diam. 6.3 mm for surface support < 3 mm with false washer incorporatedlength: nominal thickness of panel + 20÷30 mmOne for each ridge for all supports

41

� �

�

�


DEVIATIONS mm



L > 3 m ± 10 mm



D > 100 mm ± 2 %



Internal sheets closing F = 0 + 3 mm

FF

OVERLOADS - SPANS


EVENLYDISTRIBUTED

LOADkg/m2

80

120

150

200

250

daN/m2

78

117

147

196

245

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

30

310

265

240

215

185

40

360

310

280

250

220

50

410

350

320

285

250

60

455

390

355

320

285

80

535

460

415

360

320


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm out of ridge

mm 1000

ridged, (ridge height mm 40, span mm 500) in galvanized steel/aluminium/copper thickness mm prevarnished

on the visible side series with 5 microns of primer and 20 microns of paint colour

micro-ridged in galvanized steel/aluminium thickness mm prevarnished on the visible side series


made of rigid plastic with a high level of insulating power made from polyurethane resins, total density kg/m3 40±10%



30

360

310

285

255

225

40

415

360

330

300

265

50

475

410

375

340

300

60

525

455

415

375

335

80

610

525

475

405

360


EVENLYDISTRIBUTED

LOADkg/m2

80

120

150

200

daN/m2

78

117

147

196

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

30

230

200

180

165

40

270

230

210

190

50

305

260

240

215

60

340

295

270

240

80

400

340

310

280

30

265

230

210

190

40

310

265

245

220

50

350

305

280

250

60

390

335

310

280

80

465

400

370

330

WEIGHTS OF PANELS


10.10

60

11.30

WEIGHT

kg/m2

40

10.50

50

10.90

80

12.1


W/m2 K

kcal/m2 h °C

THERMAL INSULATION

30

0.59

0.52

60

0.33

0.29

40

0.47

0.41

50

0.39

0.34

80

0.25

0.22

100

0.20

0.18

120

0.17

0.15

100

12.9

120

13.7


DISPOSITION OF THE OVERLAP

D = mm 100-150-200Other measurements upon agreement

Left overlap Right overlap

42

ISOCOP-5 1000

thickness

1000

250

25 2225

40

FIRE REACTION Panels ISOCOP-5 1000 fi eld-tested have obtained the following results: C-S3-D0 for 50 mm thick panels (in accordance with EN 13501-1)

FIRE RESISTANCEPanels ISOCOP-5 1000 fi eld-tested have obtained the following results: REI 15 - RE90 for 80 mm thick panels (in accordance with EN 13501-2)









WEIGHT CAPACITY- Deformation: an indicator, similar to or below 1/200 L is established

- Flexion: it is believed that the pressure of fl exion is entirely absorbed by the supporting steel

- Kerf: it is believed that the pressure of the cut is partly absorbed by the supporting steel and in part by the resin.

Information indicated in tables 1 and 2 is to be considered indicative. The project manager should check this data according to the specifi c applications.


In case of aluminium alloy sheet, please notice that aluminium must be the chosen metal coating on both skins; otherwise the panel may deform and bend due to different coeffi cients of thermal expansion of the metal surfaces. For lengths superior to 6.000 mm, ISOPAN suggests to make slottings in correspondence to the fi xing holes. As explained in the ISOPAN SpA laying and fi xing handbook, those slottings are supposed to absorb the major thermal expansion.


A panel designed for pitched roofi ng. It can also be used as a covering material. The possibility of using a single kind of panel for both roofing and walling simplifi es design and material supply. It is characterized by its strength and extreme versatility. Its high mechanical features allow it to be used in applications on large areas of unsupported spans, therefore providing a saving in the cost of supporting structures.

FIXING INSTRUCTIONS


Quantity:

FOR USE IN ROOFINGPVC screw-washer - cap - gasket- self-tapping diam. 6.0 mm for surface support ≥ 3 mmself-threading diam. 6.3 mm for surface support < 3 mm with false washer incorporatedlength: nominal thickness of panel + 60÷70 mmOne for each ridge for extreme supports or overlapsOne every two ridges for intermediate supports


FOR USE IN WALLINGPVC screw-washer (*)- self-tapping diam. 6.0 mm for surface support ≥ 3 mmself-threading diam. 6.3 mm for surface support < 3 mm with false washer incorporatedlength: nominal thickness of panel + 20÷30 mmOne for each ridge for extreme supports or overlapsOne every two ridges for intermediate supports

43

� �

�

�


DEVIATIONS mm



L > 3 m ± 10 mm



D > 100 mm ± 2 %




F

F

OVERLOADS - SPANS


EVENLYDISTRIBUTED

LOADkg/m2

80

120

150

200

250

daN/m2

78

117

147

196

245

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm out of ridge

mm 1000

ridged (ridge height mm 40, span mm 250) in galvanized stee/aluminum/copper thickness mm prevarnished

on the visible side series with 5 microns of primer and 20 microns of paint colour

micro-ridged in galvanized steel/aluminium thickness mm prevarnished on the visible side series





WEIGHTS OF PANELS


kg/m2

kg/m2

kg/m2

STEELTHICKNESS

0.4

0.4-0.5

0.5

30

8.5

9.5

10.3

80

10.5

11.5

12.3

50

9.3

10.3

11.1

60

9.7

10.7

11.5

100

11.3

12.2

13.1

40

8.9

9.9

10.7

120

12.1

12.9

13.9


W/m2 K

kcal/m2 h °C

THERMAL INSULATION

30

0.55

0.48

80

0.25

0.22

50

0.36

0.32

60

0.31

0.27

100

0.20

0.17

40

0.44

0.38

120

0.17

0.15


EVENLYDISTRIBUTED

LOADkg/m2

80

120

150

200

PANEL THICKNESS mm

MAX. SPAN cm

PANEL THICKNESS mm

MAX. SPAN cm

30

250

215

200

175

40

285

245

225

205

50

320

275

255

230

60

355

305

280

250

80

415

360

330

295

30

290

250

230

190

40

330

285

265

220

50

370

320

295

250

60

405

350

325

280

80

475

415

380

330

D = mm 100-150-200Other measurements upon agreement

DISPOSITION OF THE OVERLAP

Left overlap Right overlap


30

345

290

265

235

210

40

390

335

305

270

245

60

485

415

375

340

305

80

560

480

440

395

360

100

640

550

505

450

415

50

435

370

340

300

275

30

400

345

315

285

255

40

455

390

355

325

295

60

560

485

440

400

360

80

645

555

515

460

425

100

735

635

585

525

485

50

500

430

400

360

325

120

700

600

540

490

430

120

780

680

600

550

495

44

ISOTAP 1000 (for Spain only)

NOTAS PARA LA CONSULTA DE LA FICHA TÉCNICA (la norma a la que se hace referencia y no se indica es la norma AIPPEG 1)

SOPORTE METÁLICO- Laminado de acero zincado Sendzimir (UNI EN 10326-UNI EN 10327)- Laminado de acero zincado prelacado con procedimiento Coil Coating - Laminado de aleación de aluminio con acabado natural, gofrado o prelacado

(EN 485-4)- Prelacado con proceso en continuo, con espesor en la cara vista de 5 micras

de imprimación y 20 micras de laca, en los siguientes acabados: poliéster, poliéster siliconado, PVDF (bajo pedido se puede fabricar acabado especial de alto poder anticorrosivo)

- Laminado de cobre (DIN 1787 / 17670 / 1791)

NÚCLEO AISLANTEAlma de espuma expandida, rígida y de alto poder aislante a base de resinas de poliuretano (PUR) autoextinguible *, satisfaciendo la norma UNE 41950, con los siguientes standard de calidad:- conductibilidad térmica A 10°C: λm = 0,020 W/mK- densidad total: 40 kg/m3 ± 10%- adhesión al soporte: 0,10 N/ mm2 (mínimo)- compresión al 10% de deformación: 0,11 N / mm2 (mínimo)- reacción al fuego, para el panel completo: clase M2 (según UNE 23727)

AISLANTE TÉRMICOEl coefi ciente de transmisión térmica K refl ejado en la fi cha técnica debe considerarse útil a 10°C; el cálculo tiene en cuenta la resistencia de las dos chapas metálicas, y la conductibilidad térmica útil del cálculo a 10°C (atenuada

aplicando a λm la bonifi cación m = 10%): λ = 0,022 W /mK.

CARGAS- Deformación: admite una fl echa igual o menor a 1 / 200 L- Flexión se ha supuesto que el esfuerzo a la fl exión sea completamente

absorbido por la chapa soporte- Corte: se presupone que el esfuerzo de corte sea absorbido en parte por la

chapa soporte y en parte por la aislanteLos datos refl ejados son meramente indicativos y refl ejados de buena voluntad. Es labor del proyectista tener en cuenta las especifi caciones propias de cada obra.

INSTRUCCIONES PARA LA FIJACIÓNEl proyectista deberá examinar las condiciones de empleo según la situación climática local. Precauciones particulares se deberán adoptar para la fi jación de los paneles con soporte en aluminio, cobre o acero de color oscuro.Para más informaciones, consultar las “RECOMENDACIONES PARA EL MONTAJE DE CHAPAS PERFILADAS Y DE PANELES METÁLICOS AISLANTES” emitidas por AIPPEG y el “MANUAL DE MONTAJE Y FIJACIÓN” emitido por Isopan spa.

*Isopan, bajo pedido, puede fabricar resinas de poliuretano que superen los más severos test de reacción al fuego para obtener paneles de clase M1 según la norma P 92 – 501 (Francia ) o de clase B2 según la norma DIN 4102 (Alemania).1- AIPPEG (Associazione Italiana Produttori Pannelli ed Elementi Grecati): Asociación Italiana de Productores de Paneles y Elementos de Grecas.

Panel especialmente diseñado para su uso en cubier tas inclinadas.C a r a c t e r i z a d o p o r s u sistema de junta y fijación oculta, permite una superior simetría y efecto estético del recubrimiento conjugando tales características con una larga durabilidad.La posibilidad de su utilización sobre cubiertas o fachadas simplifica la proyección y aprovisionamiento de los materiales.

INSTRUCCIONES DE FIJACIÓN

Tipo de fi jación:Tipo y long del tornillo:

Cantidad:

EMPLEO EN CUBIERTAS Tornillo con arandela - Auto-roscante ø 6,00 mm. Para espesor de correa ≥ 3 mm- Auto-taladrante ø 6,3 mm. Con falsa arandela incorporadaLongitud: espesor nominal del Panel + 50 a 60 mm Encuentro de la greca del encaje con las correas / vigas

(*) Para paneles con soportes de cobre pedir instrucciones específi cas.

EMPLEO EN FACHADASTornillo con arandela (*)- Auto-roscante ø 6,0 mm. Para espesor de correa ≥ 3 mm- Auto-taladrante ø 6,3 mm. Para espesor de correa < 3 mmCon falsa arandela incorporadaLongitud: espesor nominal del panel + 50 a 60 mmEncuentro de la greca del encaje con las correas / vigas

espesor

1000

2211

36 10

50500

50

50

15

45

LD

D D

SOBRECARGA ENTRE-EJES

CHAPA DE ACERO DE ESPESOR 0,5 mm

CARGA UNIFORMEMENTE

DISTRIBUIDAkg/m2

80

120

150

200

250

daN/m2

78

117

147

196

245

ESPESOR PANEL mm

DISTANCIA ENTRE EJES MAX cm

ESPESOR PANEL mm


30 40 50 60 80 30 40 50 60 80

310 360 405 450 540 360 415 470 520 620

265 310 350 390 465 310 360 405 450 535

240 280 320 355 425 285 330 375 415 495

215 250 285 320 380 255 295 335 375 445

185 230 250 285 340 225 265 300 335 400

ESQUEMA PARA MEMORIA

Espesor Nominal

Ancho útil

Soporte externo

Soporte interno

Aislamiento

Coef. de transm. térmica

Fijación

mm + altura de la greca

mm 1000

grecado (altura de la greca 36 mm, entre grecas 500 mm) en acero galvanizado/aluminio/cobre de espesor mm

prelacado en el lado visto tipo con 5 micras de imprimación y 20 micras de lacado color

microgrecado en acero galvanizado/aluminio de espesor mm prelacado en el lado visto tipo

con 5 micras de imprimación y 20 micras de lacado color

en espuma rígida de alto poder aislante a base de resinas de poliuretano, densidad total kg/m3 40 ±10%

K = W / m2 K ≡ kcal / m2 h °C

Tipo de fi jación ; tipo y longitud de tornillo ; cantidad

PREDISPOSICIÓN AL SOLAPE

D = mm 100-150-200-250Otras medidas según acuerdos

Solape izquierdo Solape derecho

CHAPA DE ACERO DE ESPESOR 0,5 / 0,4 mm

CARGA UNIFORMEMENTE

DISTRIBUIDAkg/m2

80

120

150

200

250

daN/m2

78

117

147

196

245

ESPESOR PANEL mm


ESPESOR PANEL mm


30 40 50 60 80 30 40 50 60 80

300 345 390 435 515 350 400 450 500 595

255 295 335 375 445 300 345 390 435 515

235 270 310 345 410 275 320 360 400 475

205 240 275 305 365 245 285 325 360 425

175 220 240 270 325 215 255 290 320 380

PESO DEL PANEL

ESPESOR NOMINAL PANEL mm30

10,30

60

11,50

PESO

kg/m2

40

10,70

50

11,10

80

12,30

ESPESOR NOMINAL PANEL mmK

W/m2 K

kcal/m2 h °C

AISLAMIENTO TÉRMICO

30

0,58

0,51

60

0,32

0,28

40

0,46

0,40

50

0,38

0,33

80

0,25

0,22

TOLERANCIA DIMENSIONAL (según la EN 14509)

COTAS EN mm

Donde L es la longitud y D es el espesor de los paneles.

Longitud L ≤ 3 m ± 5 mm

L > 3 m ± 10 mm

Ancho util ± 2 mm

Espesor D ≤ 100 mm ± 2 mm

D > 100 mm ± 2 %

Desviación de la perpendicularidad 6 mm

No alineamiento de losparamentos metálicos interno ± 3 mm

F

F

46

ISOGRECATA 1000

thickness

1000

250

25 2225

40

FIRE REACTION Panels ISOGRECATA1000 fi eld-tested have obtained the following results: D-S3-D0 for 30-40-50-60 mm thick panels (in accordance with EN 13501-1).





- Laminates of copper (DIN 1787/17670/1791).Due to thickness of aluminium foil, Isopan gives no guarantee for optical defects of the internal side.



THERMAL INSULATIONThe coeffi cients of thermal transmission “K” mentioned in the data card should be considered useful for projects, at 10°C; calculations have taken

into consideration the two external and internal laminate resistances and the thermal conductivity at 10°C (obtained by applying the oversize m = 10% to λm): λ = 0.022 W/mK.






A p a n e l d e s i g n e d f o r pitched covering surfaces. Characterized by its high economic benefits, it has an internal surface in embossed centesimal aluminium, while the external steel surface has the same fi nish as the Isocop-5 1000 fi nish.

47


DEVIATIONS mm

Length

Effective width

Thickness


± 10

± 5

± 2

± 3


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm out of ridge

mm 1000

ridged (ridge height mm 40, span mm 250) in galvanized steel thickness mm prevarnished on the visible side

series with 5 microns of primer and 20 microns of paint colour

natural, lacquered and embossed centesimal aluminium




FIXING INSTRUCTIONS


Quantity:

FOR USE IN ROOFINGPVC screw-washer - cap - gasket- self-tapping diam. 6.0 mm for surface support ≥ 3 mmself-threading diam. 6.3 mm for surface support < 3 mm with false washer incorporatedlength: nominal thickness of panel + 60÷70 mmOne for each ridge for extreme supports or heading overlapsOne every two ridges for intermediate supports


FOR USE IN WALLINGPVC screw-washer (*)- self-tapping diam. 6.0 mm for surface support ≥ 3 mmself-threading diam. 6.3 mm for surface support < 3 mm with false washer incorporatedlength: nominal thickness of panel + 20÷30 mmOne for each ridge for extreme supports or heading overlapsOne every two ridges for intermediate supports

OVERLOADS - SPANS

* Rates with strain limitations.

WEIGHTS OF PANELS


6.50

WEIGHT

kg/m2

40

6.90

50

7.30

60

7.70


0.55

0.48

K

W/m2 K

kcal/m2 h °C

THERMAL INSULATION

40

0.44

0.38

50

0.36

0.32

60

0.31

0.27

SHEET ALUMINIUM

EVENLYDISTRIBUTED

LOADkg/m2

80

100

120

140

160

THICKNESS STEEL mm

MAX. SPAN cm

THICKNESS STEEL mm

MAX. SPAN cm

0.6

160*

140*

130*

120*

110*

0,7

170

155*

140*

130*

120*

0.8

180

165

155

140*

130*

1.0

190

180

170

160

150

0.6

180*

160*

145*

135*

125*

0.7

190

175*

160*

150*

140*

0.8

200

190

185

160*

150*

1.0

220

205

190

180

170

SHEET STEEL

EVENLYDISTRIBUTED

LOADkg/m2

80

100

120

140

160

daN/m2

78

98

117

137

156

THICKNESS STEEL mm

MAX. SPAN cm

THICKNESS STEEL mm

MAX. SPAN cm

0.5

220*

200*

180*

165*

155*

0.6

235

220*

200*

185*

170*

0.7

250

235

215*

200*

185*

0.8

265

245

230

215*

200*

1.0

285

265

250

235

225

0.5

250*

220*

200*

185*

175*

0.6

270

245*

225*

205*

195*

0.7

285

260

240*

225*

210*

0,8

295

275

260

240*

225*

1.0

320

295

280

265

255

48

ISODECK 40 1000

thickness

1000

25025 2225

40






INSULATING MASSRigid plastic with a high level of insulating power, made from polyurethane resins (PUR) and poliisocianurates (PIR) both self-extinguishable, with the following standards of quality:- thermal conducibility at 10°C: λm = 0.020 W/mK - total density: 40 kg/m3 ±10%- value of adhesion to supports: 0.10 N/mm2


THERMAL INSULATIONThe coeffi cients of thermal transmission “K” mentioned in the data card

should be considered useful for projects, at 10°C; calculations have taken into consideration the two external and internal laminate resistances and the thermal conductivity at 10°C (obtained by applying the oversize m = 10% to λm): λ = 0.022 W/mK.





A p a n e l d e s i g n e d f o r waterproof roofi ng on fl at or pitched roof structures. This is a single sheet-steel panel, with its second surface made from bitumenised felt board. The waterproof roofing must be completed with a fi nal layer of bitumenised sheath.


49


DEVIATIONS mm

Length

Effective width

Thickness


± 10

± 5

± 2

± 3


0.55

0.48

K

W/m2 K

kcal/m2 h °C

THERMAL INSULATION


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm out of ridge

mm 1000

asphaltic felt g/m2 500

ridged (height of ridge 40 mm, distance 250 mm) made from galvanized steel, thickness mm prevarnished on the

visible side series with 5 microns of primer and 20 microns of paint colour




FIXING INSTRUCTIONS


Quantity:

FOR USE IN ROOFINGscrew- self-tapping diam. 6.0 mm for surface support ≥ 3 mmself-threading diam. 6.3 mm for surface support < 3 mm with a false washer incorporated, length 25÷30 mmOne for each ridge for extreme external supports or heading overlapsOne for every two ridges for intermediate supportsThe longitudinal overlapping ridges should be fi xed together by means of rivets or screws, with a maximum distance of 75 cm.

OVERLOADS - SPANS

SHEET STEEL

EVENLYDISTRIBUTED

LOADkg/m2

60

80

100

120

140

160

180

200

daN/m2

58

78

98

117

137

156

176

196


MAX. SPAN cm


MAX. SPAN cm

0,5

245

220*

200*

180*

165*

155*

145*

140*

0,6

260

235

220*

200*

185*

170*

160*

155*

0,7

275

250

235

215*

200*

185*

175*

165*

0,8

290

265

245

230

215*

200*

190*

180*

1,0

315

285

265

250

235

225

215*

200*

0,5

275

250*

220*

200*

185*

175*

165*

155*

0,6

295

270

245*

225*

205*

195*

180*

170*

0,7

310

285

260

240*

225*

210*

200*

185*

0,8

325

295

275

260

240*

225*

210*

200*

1,0

350

320

295

280

265

255

240*

225*

* Rates with strain limitations.

WEIGHTS OF PANELS


6.90

WEIGHT

kg/m2

40

7.30

50

7.70

60

8.10

40

0.44

0.38

50

0.36

0.32

60

0.31

0.27

50

ISORAY 3.3ISORAY 6

thickness

1000

250

40

ISORAY is a precurved thermo-insulated, roof panel. Two radiuses are available: 3.3 m and 6 m. It has been designed to cover fl at R.C. prefabricated s t r u c t u r e s , i t i s ab l e t o guarantee waterproofing, thermal insulation and it has either an excellent look on the lower surface. The five ribs shape adds a very high strength and excellent load resistance performaces.


METAL SURFACES- Sendzimir galvanised steel sheet (UNI EN 10326-UNI EN 10327).- Galvanised steel sheet, pre-painted by means of a Coil Coating process.- Aluminium alloy sheet, mill fi nish, stucco embossed or pre-painted (EN 485).- Continuous pre-painting process with a 5 μm thick primer and a 20 μm paint on the item’s visible side. Available in the following lines: PS-PX-PVDF (On

request, ISOPAN can also supply very anticorrosive special products).- Copper sheet (DIN 1787/17670/1791).

INSULATING LAYERHigh insulation-ability rigid polyurethane produced by a self-extinguishing resin, with the following quality standards: - thermal conductivity at 10°C: λm = 0.020 W/mK- total density: 42 kg/m3 ±10%- support adhesion value: 0.10 N/mm2


THERMAL INSULATIONThe thermal transmission coeffi cients K specifi ed in the product data sheet are to be considered as design specifi cations at 10°C; reckoning takes into account the two laminar resistances - external and internal - and useful thermal conductivity calculated at 10°C (obtained by applying the increase factor m = 10% to λm): λ = 0.022 W/mK.


Corrugated sheet made of pre-painted or mill fi nished Aluminium/Galvanised steel

Ribbed self-extinguishing closing piece

Primer

Primer

Polyurethane

51

Note: the values shown in red indicate the admissible loads of the panel when anchored and fi xed to the support.

SPAN DEVELOPMENT DEFLECTION Y (cm) X (cm) Z (cm)

107 120 4

137 151 7

158 173 10

177 194 12

196 214 15

216 235 18

236 257 22

255 278 26

260 284 27

275 300 30

SPAN DEVELOPMENT DEFLECTION Y (cm) X (cm) Z (cm)

150 162 5

200 214 8

250 265 13

300 317 19

350 370 26

400 423 34

450 477 44

500 533 55

550 589 67

558 598 69


The data indicated in tables are to be considered indicative. The project menager should check this data according to the specifi c applications.

The measures are related to a panel of 40 mm thickness.

ISORAY 3.3 PANEL ISORAY 6 PANEL

SPAN (m)INSULATION THICKNESS

mm

LOAD LIMITS (Kg/m2)free spans

STATIC DIAGRAM ISORAY 3.3 PANELWith 0.5 mm thick galvanized steel sheet

1 1.5 2 2.5 2.75 3

40 410 370 290 250 230 210

50 490 425 340 280 260 240

60 590 490 380 300 220 260


mm

STATIC DIAGRAM ISORAY 3.3 PANELWith 0.6 mm thick aluminium external sheet

and 0.5 mm thick galvanized steel internal sheet

1 1.5 2 2.5 2.75 3

40 400 250 210 180 165 150

50 480 315 260 210 185 170

60 580 380 290 230 195 180


mm

STATIC DIAGRAM ISORAY 6 PANELWith 0.5 mm thick galvanized steel sheet

1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 5.7

40 390 256 190 190 170 150 110 85 75 62 58

50 490 323 240 220 200 170 130 100 83 67 62

60 590 390 280 240 220 190 150 120 90 73 68

80 801 520 348 283 264 234 198 173 - - -


mm

STATIC DIAGRAM ISORAY 6 PANEL With 0.6 mm thick aluminium external sheet and 0.5 mm thick galvanized steel internal sheet

1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 5.7

40 390 256 190 182 150 130 80 70 60 50 48

50 490 323 240 210 170 150 100 85 65 52 50

60 590 390 270 230 180 160 110 105 70 55 50

80 787 511 342 271 218 197 145 151 - - -

DEVELOPMENT-SPAN-DEFLECTION

FIXING

Self-threading screws for fi xing panel on pre-shrunk reinforced concrete

Support type A Support type B

Self-threading screw or bolt

30/10 press bent for panel support M14 dowel

every 50 cm

Bituminous sealant

SpanPrefabricated reinforced concrete beamCurved panel

R=3300/6000

Free span

Kindly contact Isopan for any further queries regarding the laying and fi xing system.

DEVIATIONS mm

Lenght of the development ± 5 mm if L ≤ 3000 / ± 10 mm if L > 3000

Width ± 2

Thickness ± 2

Span ± 3 %

Radius of curvature ± 2 %

Internal sheets closing F = 0 + 3

THERMAL TRANSMISSION COEFFICIENT K

PANEL THICKNESS

mm Kcal/m2 h°C Watt/m2 K 40 0,38 0,45 10,25

50 0,32 0,38 10,65

60 0,27 0,32 11,05

80 0,22 0,25 11,85

PANEL WEIGHT (Kg/m2)WITH 0.5 mm STEEL SHEET X

Y

Z

52

ISOFIRE ROOF 1000

On request, ISOPAN can issue the following fi re behaviour certifi cations:

FIRE REACTIONPanels ISOFIRE ROOF 1000 fi eld-tested in accordance with the Ministerial Decree dated 26th June 1984, have been granted the fi re reaction category 0-0. FIRE RESISTANCEPanels ISOFIRE ROOF 1000 fi eld-tested have obtained the following results:

REI level 30 for 50 mm thick panels (circular letter n.91 dated 14th September 1961) REI level 60 for 80 mm thick panels (circular letter n.91 dated 14th September 1961)REI level 120 for 100 mm thick panels (circular letter n.91 dated 14th September 1961)REI level 180 for 150 mm thick panels (circular letter n.91 dated 14th September 1961)REI level 60 for 80 mm thick panels (in accordance with EN 13501-2) REI level 120 for 100 mm thick panels (in accordance with EN 13501-2)

1000

thickness

250 25

40

This panel is designed for sloped roof use. Its mineral f i b r e c o r e g u a r a n t e e s incombustibility, as well as assuring an excellent thermal insulation. ISOFIRE ROOF 1000 was designed to meet the growing requirements in terms of fi re behaviour, guaranteeing a t t h e s a m e t i m e h i g h mechanical performances.


METAL SURFACES- Sendzimir galvanised steel sheet (UNI EN 10326-UNI EN 10327).- Galvanised steel sheet, pre-painted by means of a Coil Coating process.- Aluminium alloy sheet, mill fi nish, stucco embossed or pre-painted (EN

485).- Continuous pre-painting process with a 5 μm thick primer and a 20 μm

paint on the item’s visible side. Available in the following lines: PS-PX-PVDF (On request, ISOPAN can also supply very anticorrosive special products).

INSULATING LAYERInsulating layer made of high-density mineral fi bres (100 kg/m3, λm = 0.040 W/mK at 10°C).


admitted.- Defl ection: it is assumed that the bending stress is completely absorbed by

the steel support sheets.




The maximum recommended length for correctly handling mineral fi bre panels is 6000 mm.


FIXING INSTRUCTIONS


Quantity:

ROOF APPLICATIONPVC screw-washer (*)self-tapping, Ø 6.0 mm for ≥ 3 mm thick supports; self-threading, Ø 6.3 mm for < 3 mm thick supports, with an incorporated drive washer; length: panel nominal thickness + 60 ÷ 70 mmOne for each rib (terminal or overlapping supports); one every two ribs (intermediate supports)

(*) In the event of a considerable structural low, it is advisable to interpose a 50 Ø mm washer. For panels with aluminium or copper supports, please require ISOPAN’s special instructions.

53


DEVIATIONS mm



L > 3 m ± 10 mm



D > 100 mm ± 2 %




During mounting phase make lateral pressure to ensure appropriate closing of the panels

F

F

OVERLOADS - SPANS


Nominal thickness:

Effective width:

External support:

Internal support:

Insulation:


Fixing:

mm

mm 1000

ribbed (40 mm high ribs, 250 mm axle spacing), in galvanised steel/aluminium, thickness mm , prepainted

visible side: line , with 5 microns of primer and 20 microns of painting , colour

microribbed, in galvanised steel/aluminium, thickness mm , prepainted visible side: line





Isofi re Roof panel assembly system


W/m2 K

kcal/m2 h °C

THERMAL INSULATION

50 80 100 120 150

0,72 0,44 0,36 0,3 0,25

0,64 0,38 0,32 0,26 0,22

WEIGHTS OF PANELS


kg/m2

kg/m2

STEELTHICKNESS

0,5

0,6

50 80 100 120 150

13,5 16,4 18,5 20,4 23,2

15,50 18,30 20,20 22,30 25,30


EVENLYDISTRIBUTED



EVENLYDISTRIBUTED


kg/m2

80

100

120

150

200

daN/m2

78

98

117

147

196

50 80 100 120 150 50 80 100 120 150

330 420 460 500 535 365 465 510 550 575

305 390 435 470 500 330 415 455 480 505

270 400 415 450 480 290 395 405 435 440

220 335 390 420 450 240 325 350 365 365

165 255 310 365 420 175 275 285 290 305

kg/m2

80

100

120

150

200

daN/m2

78

98

117

147

196

50 80 100 120 150 50 80 100 120 150

350 450 495 535 570 390 500 550 590 615

325 420 465 505 540 355 450 490 520 550

290 400 445 480 515 315 400 440 470 480

235 355 415 450 480 260 350 380 400 400

180 275 340 400 460 195 300 320 330 350



54

ISOFIRE ROOF - FONO

1000

thickness

250 25

40

T h e r a n g e o f “ F O N O ” p a n e l s w a s d e s i g n e d to sa t i s fy the increas ing demands for performance in sandwich panels in terms of soundproofi ng, guaranteeing the non-combust ibi l i ty of the product at all times. The ISOFIRE ROOF FONO panel is designed for use in sloped roofi ng.

FIXING INSTRUCTIONS


Quantity:

USE OF ISOFIRE ROOF - FONO screw-PVC washer (*)self-tapping, Ø 6.0 mm for ≥ 3 mm thick supports; self-threading, Ø 6.3 mm for < 3 mm thick supports, with false incorporated washer; length: panel nominal thickness + 60 ÷ 70 mmOne for each rib (terminal or overlapping supports); one every two ribs (intermediate supports)

(*) in the case of strong depression the use of a Ø 50 mm washer is recommended. For panels with aluminium or copper supports, please ask for specifi c instructions.


METAL SUPPORTS- Sendzimir galvanised steel sheet (UNI EN 10326-UNI EN 10327).- Galvanised steel sheet, pre-painted by means of a Coil Coating process.- Aluminium alloy sheet, mill fi nish, stucco embossed or pre-painted (EN

485).- Continuous pre-painting process with a 5 μm thick primer and a 20 μm paint

on the item’s visible side. Available in the following lines: PS-PX-PVDF (On request, ISOPAN can also supply very anticorrosive special products).

INSULATING LAYERInsulating layer made of high-density mineral fi bre (100 kg/m3, λm = 0.040 W/mK at 10°C).


admitted.

- Defl ection: it is assumed that the bending stress is completely absorbed by the steel support sheets.





55

On request ISOPAN can issue the following certifi cations concerning noise behaviour:

SOUND INSULATION Rw = 30 dB; Rw = 32 dB - (Roof fono, 50 and 80 thick)

NOISE ABSORPTIONWeighted sound absorption coeffi cient αw = 1


DEVIATIONS mm



L > 3 m ± 10 mm



D > 100 mm ± 2 %




During mounting phase make lateral pressure to ensure appropriate closing of the panels

F

FIRE RESISTANCEPanels ISOFIRE ROOF FONO 1000 fi eld-tested have obtained the following results: REI 60 for 80 mm thick panels (in accordance with EN 13501-2)

F

OVERLOADS - SPANS

Isofi re Roof Fono panel assembly system


W/m2 K

kcal/m2 h °C

THERMAL INSULATION

50 80 100 120 150

0,72 0,44 0,36 0,3 0,25

0,64 0,38 0,32 0,26 0,22

WEIGHTS OF PANELS


kg/m2

STEELTHICKNESS

0,6

50 80 100 120 150

13,82 16,62 18,52 20,62 23,62


EVENLYDISTRIBUTED


kg/m2

80

100

120

150

200

daN/m2

78

98

117

147

196

50 80 100 120 150 50 80 100 120 150

240 350 380 395 404 325 390 435 470 500

235 310 365 390 400 315 375 405 420 435

225 290 345 365 380 305 365 385 410 420

188 270 305 320 325 260 348 375 391 398

165 230 275 290 305 195 298 315 321 348


56

57

Corrugated sheets

58

LG 50/1000

A

B

C

B

C

B

A

1000

200 200 200 200 20033 37

50

Sheet profi led and contoured in a tile pattern, a major aesthetic development in roofi ng sheets intended mainly for public buildings. The architectural design in the form of tiles makes it possible to achieve a functional which has a high aesthetic value, combined w i t h l i g h t n e s s , e x t r e m e simplicity of installation, and impermeability.

Minimum pitch 11%

Profi led sheet

Fixing screws position C

Fixing screws position B

Fixing screws position A

Also available with anti-condensation felt (*)Also available with anti-condensation felt (*)

59


METAL SUPPORTS- Rolled steel sheets galvanised by the Sendzimir process (UNI EN 10326-UNI EN 10327)- Rolled steel sheets galvanised and prepainted by the Coil Coating process- Rolled sheets in aluminium alloy, with natural fi nish, embossed and prepainted (EN 485)- Prepainting carried out by continuous process, with thickness on the visible side of 5 microns of primer and 20 microns of paint, in the following series: PS-

PX-PVDF (special products can be supplied on request, with extremely high anti-corrosion properties).- Rolled copper sheets (DIN 1787/17670/1791)- Nominated supplier: Magona D’Italia (Gruppo Arcelor)- Hot-dip galvanised rolled steel sheets (HDG). Crack resistance (Z-200) complying with EN 10147- Rolled steel sections galvanised and prepainted by the Coil Coating process- Certifi ed steel, as attested by Test Certifi cates as per EN 10204 3.1.B- Steel quality standard: S 250 GD – DM 9-1-96- Prepainting performed by continuous process, with thickness of 25 m- Painting cycle resistant to discolouration and chalking- Resistance to ageing during outdoor exposure: 10 years (EN 13523–19)- Cladding resistant to humidistat (ISO 6270-1)- Cladding resistant to saline mist (EN 13523-8)- Fire resistance: Class 0 (DM 14-01-85)- Category for protection against corrosion: CP5 (EN 10169-2)- UV resistance category: Ruv2 (EN 10169)- Rolled sheets in aluminium alloy on request, with natural fi nish, embossed and prepainted (EN 485)- Rolled sections in copper on request (DIN 1787/17670/1791)

INSTRUCTIONS FOR FIXINGThe project manager should evaluate the conditions of use according to the local climatic situation. Particular attention should be paid to the fi xing of panels with aluminium, copper supports or dark colour painted steel. For further information, please consult “RECOMMENDATIONS FOR THE FIXING OF STEEL PANELS AND OF INSULATED METAL PANELS” issued by AIPPEG and the “MANUALE DI POSA E FISSAGGI” drawn up by Isopan Spa.

PUTTING INTO SERVICE, MAINTENANCE AND INSPECTION- Reference standard: UNI 10372, with the following notes:- Minimum recommended pitch is 11%, to allow drainage of rainwater and any deposits caused by moisture.- For maximum product durability, we recommend inspecting the roof periodically and removing any material or sediment deposited which could cause water

to collect.


The sheets can be supplied backed with anti-condensation material, with the following chief specifi cations. Adhesive non-woven polyester felt (on request only).

(*)

Colour white-grey

Thickness - felt DIN EN ISO 9073 - 2 mm 1

Water absorption g/m2 > 900

Reaction to fi re DIN 4102/1 B 1

125 Hz reduction by 2%500 Hz reduction by 4%

Sound absorption DIN EN 20354 1000 Hz reduction by 4%

2000 Hz reduction by 1,2%4000 Hz reduction by 4,2%

Thermal conductivity DIN 52612 W/mK 0,045

STANDARD LENGTHS

STANDARD LENGTHS OF SHEETS

mm


DEVIATIONS mm

Length

Useful width

± 10

± 5


Useful width

Appearance

Fixings

1000 mm

wavy, like tiles (height of corrugation: 50 mm, distance between centres 200 mm) in galvanised steel/aluminium/copper, thickness

mm prepainting on visible side series with 5 microns of primer and 20 microns of

paint colour

type of fi xing ; type of screw ; quantity

maximum possible distance between centres 350 mmfi xing screws

700÷1050 every 2÷3 courses

1200 2250 2950 4000 4700 5050 5750 6100 6450

60

20/28 SHEETS

Venti 16

Example of overlap

Drainage channel

mple of overlap

Drainagechannel

gg

VENTI roofing systemThe Venti system is particularly manageable and easy to install. It includes straight and curved sheets. In the aluminium version it has the feature of being able to be curved on site, depending on the thickness.

CHARACTERISTICS OF THE SECTION

Length: +10 mm up to 3000 mm

+20 mm over 3000 mm

-5 mm for all lengths

Useful width: ±5 mm

Out-of-square: S ≤ 0.5% of the useful width


Venti 14

Example of overlape of overlap

MAXIMUM UNIFORMLY DISTRIBUTED LOAD IN kg/m2 LG 20

THICKNESS mm STEEL - SPACING m

0,5

0,6

0,7

0,8

1,00 1,25 1,50 1,75 2,00 2,25 2,50

ALUMINIUM - SPACING m

430

530

630

700

220

270

320

370

128

155

185

215

80

100

115

135

54

65

78

90

38

45

55

62

28

34

40

45

1,00 1,25 1,50 1,75 2,00 2,25

138

168

200

230

70

86

102

118

41

50

58

68

26

31

37

43

17

21

25

29

12

15

17

20

Venti 16

21,8 23 52,12

20

75

Useful width/spacing 1125 mm

Overall width 1205 mm

SIDE A

SIDE B

23

Venti 14Useful width/spacing 975 mm


SIDE A

SIDE B

21,8 23 52,1223

20

7523,6

Drainage channel

THICKNESS mm

Weight (steel) (kg/m2 gross)

Weight (aluminium)(kg/m2 gross)

J (cm4/m)

W (cm3/m)

0,5

4,89

1,69

3,74

3,66

0,6

5,87

2,03

4,57

4,45

0,7

6,85

2,37

5,41

5,23

0,8

7,83

2,71

6,24

6,00

61

Ventotto 11

Example of overlapample of overlap


+20 mm over 3000 mm



Out-of-square: S ≤ 0.5% of the useful width


CHARACTERISTICS OF THE SECTION

VENTOTTO roofing systemFor a very long time, this has been the most used profile, because it can be used to make roofs with wide spacing between the supports, even in areas of high rainfall and snowfall, if they are properly designed.

MAXIMUM UNIFORMLY DISTRIBUTED LOAD IN kg/m2 LG 28

THICKNESS mm STEEL - SPACING m

0,5

0,6

0,7

0,8

1,00 1,25 1,50 1,75 2,00 2,25 2,50

ALUMINIUM - SPACING m

690

820

1000

1110

350

430

510

580

205

250

290

340

128

155

185

215

85

105

125

145

60

74

88

100

44

53

63

75

1,00 1,25 1,50 1,75 2,00 2,25

220

268

315

365

112

138

160

185

65

80

94

108

28

34

40

46

41

50

60

68

19

24

28

32

Ventotto 9

Example of overlap

Ventotto 11

34,8 36 36 36 11276,11

27,1



SIDE A

SIDE B

Ventotto 9

34,8 36 36 11276,11

27,1



SIDE A

SIDE B

Drainage channel

Drainage channel

THICKNESS mm

Weight (steel) (kg/m2 gross)

Weight (aluminium)(kg/m2 gross)

J (cm4/m)

W (cm3/m)

0,5

4,77

1,65

5,96

4,10

0,6

5,73

1,98

7,29

4,99

0,7

6,68

2,32

8,62

5,88

0,8

7,64

2,65

9,94

6,76

62

CURVED SHEET

SPECIAL CURVED SHEET, PARTLY NOTCHED

USE FOR RIDGE

SYMMETRICAL ROOF/WALL JOINT PANEL

HINGE-TYPE RIDGE, STAMPED

STAMPED FLASHING

ASYMMETRICAL ROOF/WALL JOINT PANEL

NO

T FE

ASI

BLE

NOT FEASIBLE

230 230

Technical DataSTRAIGHT RIBBED SHEETS It is possible to make ribbed sheets in Venti and Ventotto profiles.

Characteristic data:minimum workable thickness: 0,5 mm;maximum workable thickness: 0,8 mm;maximum workable length: 14.000 mm;minimum workable length: 1.000 mm.

CURVED SHEETS It is possible to curve sheets with Venti and Ventotto profiles with a notching system.

Characteristic data: minimum length of sheet: 1.000 mm;minimum radius of curvature 700 mm;maximum length of sheet: 6.000 mm.

For sheets with dimensions different from those indicated, it is advisable to contact the Isopan technical office to assess feasibility.

NOTCHED SHEETS It is possible to notch sheets with Venti and Ventotto

profiles with customised designs.Characteristic data:minimum length of sheet: 1.000 mm;maximum length of sheet: 6.000 mm.

For sheets with dimensions different from those indicated, or very complex configurations (with more than one curve and different angles) it is advisable to contact the Isopan technical office to assess feasibility.

20/28 SHEETS

Radius of curvature mm

Leng

th mm

63

LG 38/915 - 732


METAL SUPPORTS- Rolled steel sections galvanised by the Sendzimir process (UNI EN 10326-UNI EN 10327)- Rolled steel sections galvanised and prepainted by the Coil Coating process- Rolled sections in aluminium alloy, with natural fi nish, embossed and prepainted (EN 485)- Prepainting carried out by continuous process, with thickness on the visible side of 5 μm of primer and 20 μm of paint- Rolled sections in copper (DIN 1787/17670/1791).

LOADING - Deformation: if not otherwise specifi ed, a maximum curvature of 1/200 L is permissible.



NOTES ON THE CHARACTERISTICS OF THE SECTION

THICKNESS mm0,5

5,28

10,3

3,53

0,6

6,42

13,7

4,71

0,7

7,49

16,0

5,51

0,8

8,57

18,3

6,32

Weight (kg/m2)

J (cm4/m)

W (cm3/m)

1,0

10,72

22,8

7,94


+20 mm over 3000 mm



Out-of-square: S ≤ 0,5% of the useful width


915

732 183

38

15 28

SIDE A

SIDE B

MAXIMUM UNIFORMLY DISTRIBUTED LOAD IN kg/m2 Ribbed Sheet LG 38/915 - 732

THICKNESS mmSPACING m

0,5

0,6

0,7

0,8

1,0

0,5

0,6

0,7

0,8

1,0

1,00

305

520

610

700

880

390

650

765

875

1100

1,25

200

330

390

445

560

250

415

490

560

700

1,50

140

230

270

305

385

180

285

335

385

485

1,75

100

170

195

225

280

150

210

245

280

350

2,00

75

125

150

170

210

100

160

185

215

270

2,25

55

90

100

105

115

120

130

150

165

75

125

145

165

210

2,50

45

65

80

75

90

85

105

110

130

60

100

115

135

170

2,75

40

60

55

75

60

85

80

110

50

80

95

110

135

3,00

50

60

70

60

90

40

60

65

70

80

80

90

100

110

3,25

75

55

65

65

75

80

95

3,5

50

65

60

80

The values in red do not allow for limits of defl ection.

64

1000

1000

250

40

55 25

250

40

55 25

LG 40/1000

LG 40R/1000

LG 40/1000 - LG 40R/1000NOTES FOR CONSULTATION OF THE DATA CARD (reference should be made to norm AIPPEG 1 for anything not mentioned herein)

METAL SURFACES- Sendzimir galvanised steel sheet (UNI EN 10326-UNI EN 10327).- Galvanised steel sheet, pre-painted by means of a Coil Coating process.- Aluminium alloy sheet, mill fi nish, stucco embossed or pre-painted (EN 485).- Continuous pre-painting process with a 5 μm thick primer and a 20 μm paint on the item’s visible side.- Copper sheet (DIN 1787/17670/1791).

LOAD LIMITS- Deformation: a defl ection equal to or lower than 1/200 L of the free span is admitted.

FIXING INSTRUCTIONSThe project manager should evaluate the conditions of use according to the local climatic situation. Particular attention should be paid to the fi xing of panels with aluminium, copper supports or dark colour painted steel. For further information, please consult “RECOMMENDATIONS FOR THE FIXING OF STEEL PANELS AND OF INSULATED METAL PANELS” issued by AIPPEG and the “MANUALE DI POSA E FISSAGGI” drawn up by Isopan Spa.


SECTION TECHNICAL SPECIFICATIONSTHICKNESS mm

0.5

4.9

12.3

3.92

0.6

5.89

16.05

5.30

0.7

6.87

18.72

6.18

0.8

7.85

21.40

7.07

Weight (kg/m2)

J (cm4/m)

W (cm3/m)

1.0

9.81

26.75

8.83


+20 mm over 3000 mm

-5 mm for all lenghts

Net width: ±5 mm

Out-of-squareness: S ≤ 0.5% of net width


LG 40/1000

THICKNESS mmMAX SPAN (m)

0.5

0.6

0.7

0.8

1.0

0.5

0.6

0.7

0.8

1.0

1.00

439

614

716

820

1024

570

768

896

1025

1280

1.25

281

393

458

524

655

365

491

573

656

819

1.50

185

273

318

364

455

252

341

398

455

569

1.75

143

200

234

267

334

180

251

292

334

418

2.00

109

153

179

205

256

141

192

224

256

320

2.25

86

115

121

135

141

154

162

193

202

111

152

177

202

253

2.50

63

70

84

98

98

114

112

131

140

163

90

123

143

164

204

2.75

47

58

63

81

73

94

84

108

105

135

67

73

101

118

135

169

3.00

36

48

48

68

57

79

65

91

81

113

51

62

81

85

95

99

108

113

135

142

3.25

38

58

67

44

51

77

64

97

40

53

64

72

74

84

85

97

106

121

3.5

35

58

41

67

51

83

51

62

59

73

68

83

85

104

3.75

33

58

41

72

48

63

55

72

69

91

4

34

64

45

64

57

80

1.00

360

504

603

701

903

467

630

754

877

1129

1.25

230

322

386

449

578

300

403

482

561

722

1.50

152

224

268

311

401

207

280

335

389

502

1.75

104

117

145

164

178

196

214

229

289

295

147

205

246

286

368

2.00

84

109

97

126

119

150

143

175

194

225

115

157

188

219

282

2.25

59

74

68

99

84

119

100

138

136

178

83

91

113

124

140

148

168

173

223

2.50

37

57

49

80

61

96

73

112

99

144

61

73

83

100

102

120

122

140

165

180

2.75

27

47

37

66

46

79

55

92

74

119

41

60

62

83

76

99

92

116

124

149

3.00

35

66

42

78

57

100

30

51

48

70

59

83

71

97

95

125

3.25

33

65

45

85

46

71

55

83

75

106

3.5

27

56

36

73

37

61

44

71

60

92

3.75

29

64

36

62

49

80

4

24

56

40

70

LG 40R/1000

MAX SPAN (m)

Values in red do not envisage limit conditions as far as the defl ection is concerned.

UNIFORMLY DISTRIBUTED MAXIMUM LOAD kg/m2

SIDE A

SIDE BSIDE A

SIDE B

65

750

600

55

150

90 60

LG 55/600 - 750


METAL SUPPORTS- Rolled steel sections galvanised by the Sendzimir process (UNI EN 10326-UNI EN 10327)- Rolled steel sections galvanised and prepainted by the Coil Coating process- Rolled sections in aluminium alloy, with natural fi nish and/or prepainted (EN 485)- Prepainting carried out by continuous process, with thickness on the visible side of 5 μm of primer and 20 μm of paint- Rolled sections in copper (DIN 1787/17670/1791).

LOADING - Deformation: if not otherwise specifi ed, a maximum curvature of 1/200 L is permissible.



NOTES ON THE CHARACTERISTICS OF THE SECTION

THICKNESS mm0,6

7,8

38,8

11,3

0,7

9,1

47,2

13,9

0,8

10,5

55,8

16,8

1,0

13,1

73,7

23

Weight (kg/m2)

J (cm4/m)

W (cm3/m)

1,25

16,3

96,3

31,3


+20 mm over 3000 mm



Out-of-square: S ≤ 0,5% of the useful width


MAXIMUM UNIFORMLY DISTRIBUTED LOAD IN kg/m2 Ribbed Sheet LG 55/600 - 750

THICKNESS mmSPACING m

0,6

0,7

0,8

1,0

1,25

0,6

0,7

0,8

1,0

1,25

1,00

1433

1776

2142

2929

3990

1794

2224

2680

3685

4991

The values in red do not allow for limits of defl ection.

SIDE A

SIDE B

1,25

914

1133

1367

1871

2548

1145

1420

1711

2341

3189

1,50

633

784

946

1295

1765

793

984

1185

1622

2210

1,75

463

573

693

948

1293

580

721

868

1189

1620

2,00

352

436

528

730

723

955

986

442

550

662

907

1237

2,25

266

277

324

343

385

415

509

569

666

776

348

433

521

714

974

2,50

192

223

233

276

278

334

368

459

482

626

280

349

420

576

786

2,75

183

142

173

226

206

275

273

377

358

515

230

287

346

351

464

474

607

647

3,00

108

152

131

188

157

229

208

315

272

430

185

192

227

240

268

289

354

397

464

541

3,25

83

128

101

159

121

194

161

266

211

364

144

163

177

203

208

245

276

336

362

459

3,5

65

110

79

136

95

166

126

228

166

312

114

139

140

174

165

210

219

288

287

394

3,75

51

94

62

117

75

143

101

197

132

270

91

120

112

151

132

181

176

249

230

341

4

41

82

49

102

60

124

81

172

106

235

73

105

91

132

107

158

143

218

187

298

4,25

33

72

40

89

49

109

65

151

86

207

60

92

75

116

88

139

117

192

153

262

4,5

26

63

32

78

39

96

53

133

70

183

49

81

62

102

72

123

97

170

127

232

4,75

21

56

25

69

32

85

43

116

57

163

41

72

51

91

60

109

80

151

106

207

5

17

50

20

61

26

76

36

106

47

145

34

64

43

81

50

98

67

135

88

185

66

COLOUR CHART

red range

teja red

SIMILRAL3000

firey redoxide red

SIMILRAL3009

green range

mint green

SIMILRAL6029

navarra green reseda green

SIMILRAL6011

moss greenolive green

SIMILRAL6003 SIMILRAL6005

cream range

ivory

SIMILRAL1015

sand

white range

white-grey white 9002

RAL9002

white 9010

SIMILRAL9010

pirineo white

brown range

dark brown

SIMILRAL8014

The most suitable covering must be chosen according to the environmental characteristics of where the sheet is to be installed (see back cover).

A difference of colours can be noticed between different production batches and/or between the panels produced in different moments, especially for the colour RAL 9006, given the fact that it is a metallized colour.

note

yellow

SIMILRAL1021

67

grey range

anthracite grey

SIMILRAL7016

dark grey merlin grey

SIMILRAL7022

goosewing greysilver metalic

SIMILRAL9006

blue range

lake blue dark blue gentian blue

SIMILRAL5008 SIMILRAL5010

isodomus range

antique grey antique greenantique red

special rangesiena red aluminium

SIMILRAL3009

dark brown aluminium natural aluminium

SIMILRAL8014

natural copperwhite-grey aluminium

top class whitenatural stainless steel

covering warrantyA written, formal warranty of durability of the covering can be supplied, providing that all the conditions (environmental, morphologic, climatic, correct installation, etc) specifi ed in the warranty itself are respected. The durability of the covering also depends clearly on the type of covering chosen, as well as the fi nal destination of the material.

product cleaning and maintenanceIf the covering requires cleaning, the type of product used for cleaning and the application methods must be compatible with the chosen covering. The maintenance of pre-painted surfaces must respect the AIPPEG recommendations. The ISOPAN technical department is at the disposal of all customers for any consultation and queries.

coveringWhile not kept in stock, many other colours can be supplied. On request, we can also provide a master colour of any shade and/or paint that you may have chosen. The colour solutions are however bound by minimum production quantities (minimum acceptable batches).

customised coverings

antiqued reale antico

Check the availability of the colours depending on the use

and on the thickness of the metal supports.

68

COLOUR CHART

Care must be taken not to knock or scratch the covering or to deform the sheet edges and micro-grain. In the event of scratches, these can be touched up with paint.The fi xing holes and any cuts in length or width may produce chips that could stick to the covering, both due to their shape and the increase in temperature. Any chippings must therefore be removed as quickly as possible to stop them from rusting and damaging the covering.

special precautions

warningThe colours shown in this leafl et are interpretations of RAL colours; exposure to light may cause them to undergo some colour change over time.

These products must be transported and stored in conditions that assure their protection from humidity. Storage must be done in a ventilated shelter. The packages must be slightly leaned to allow them to dry quickly; they must be raised off the ground to ensure that the material is well-aired and to stop moisture from stagnating and causing any damage to the panel covering. If the panels have been covered with a temporary protective fi lm, storage must be done away from direct and prolonged sunlight. The protective fi lm must be removed quickly, during panel installation. Generally, concerning the storage, transportation and handling of the panels, the AIPPEG recommendations should be followed. ISOPAN has been an AIPPEG member since its foundation.

storage

level of resistance of coverings

The above graph shows the behaviour of the different coverings, when they are subjected to identical exposure conditions. This data is indicative only and is not in any way binding.

Polyester PS: external covering, made of a primer and a coloured top coat, particularly suited to normal environments with low pollution levels.

Polyester PX: external covering, made of a primer and a coloured top coat, particularly resistant to colour fading and pulverisation.

Plastisol: external covering made of an anti-corrosion primer and a thick layer of highly protective paint, particularly suited for use in environments where aggressive chemical agents are present.

PVDF: external covering made of a primer and a coloured top coat, particularly resistant to UV rays and chemical agents, even in aggressive environments.

PVC: plastic covering, with high level of protection. Resistant to aggressive environments. For external use, please consult ISOPAN.

corrosion-resistant UV ray resistant natural ageing resistant

metal coverings

Laboratory tests carried out according to the test methods foreseen by the European Coil Coating Association (ECCA).

cold rolled steelhot galvanising

phosphatingprimer

fi nishing paint

Primer or back coatphosphating

hot galvanising

guide to the choice of covering

ideal covering ideal choice to be agreed following consultation with the supplier suitable covering not ideal coating

choice in relation to exposure

very

goo

dav

erag

ego

odex

celle

nt

PS polyester PX polyester Plastisol PVDF PVC 100

EXTERNAL INTERNAL

RURAL NONPOLLUTINGTYPE NORMAL HARD SEA

MIXED/SPECIAL

CLEAN/DRY DAMP HOSTILE

PS polyester

PX silicon polyester

INDUSTRIAL AND URBAN

69

ACCESSORIES

product use sizes (mm) packets per box

self-tapping screw

For fi xing insulating panels and ribbed and wavy sheets to metal supports, requires pre-drilling.Suitable for use with structures up to 2.5 mm thickness.

6x20 mm6x35 mm6x50 mm6x60 mm6x100 mm6x110 mm6x120 mm6x150 mm6x160 mm6x180 mm6x200 mm6x220 mm

100

For fi xing insulated panels and ribbed and wavy sheets to metal supports, requires pre-drilling.Suitable for use with structures over 2.5 mm thickness.

6x20 mm6x35 mm6x50 mm6x60 mm6x100 mm6x110 mm6x120 mm6x150 mm6x160 mm6x180 mm6x200 mm6x220 mm

100

For fi xing insulated panels and ribbed and wavy sheets to metal supports, does not require pre-drilling, greatly reduces fi tting time and labour.

6x20 mm6x35 mm6x50 mm6x60 mm6x100 mm6x110 mm6x120 mm6x150 mm6x160 mm6x180 mm

100

For fi xing insulated panels and ribbed and wavy sheets to timber supports.

6x100 mm6x110 mm6x120 mm6x150 mm6x160 mm6x180 mm

100

self-piloting screw

self-drilling screw

self-tapping screw for timber

70

ACCESSORIES

product use sizes (mm) packets per box

screw for Isodomus

screw caps

capping

end-cover

profiled ridges

For fi xing Isodomus and LG50 panels to metal supports, requires pre-drilling.Suitable for use with structures up to 6 mm thickness.Also available for fi xing to timber structures.

6,3x70 mm6,3x80 mm6,3x120 mm6,3x130 mm

100

Cover the head of the screw with a coloured cap in PVC.

WhiteCreamPale greySiena redEbony

250

Cappings in galvanised or prepainted steel, for fi xing insulated panels and ribbed sheets with screws.

WhiteCreamPale greySiena redEbonySilver 9006

500

Fitting for closing off the ends of roofi ng panels in the area of the gutter. Provides a better appearance if the fi nal section of the roof is open to view.


To join the two pitches of the roof with a double hinged fi tting, profi led to match the ribbing of the panels.


product use colours packets per box

71

gasket for Isofrigo

product use colours

straight translucent Isolplast sheets

curved translucent Isocarb sheets

Expanding gasket to fi t into the joint in the Isofrigo panel for optimum seal and vapour barrier.

Black

Gasket for on-site assembly of Isolplast sheets.

Black

Allow fi tting of fi xed skylights in single- or double-sheet roof.

Transparent

Allow fi tting of fi xed skylights in curved roofs.

Transparent

gaskets for Isolplast

72

OUR CERTIFICATESIsopan panels have obtained technical approval from the strictest and most reputable international research institutes in Europe, charged with issuing such certifi cation. In particular, the ITC (the Italian Institute for Construction Technology) has issued Technical Approval Certifi cates for our roofi ng and wall panels. Many other European offi cial bodies have certifi ed the quality of our manufactured goods, and also the compliance of the raw materials and the fi nished product with the strictest standards of the individual countries and of Europe.ISOPAN submits itself periodically to monitoring by the inspectors of the various Institutes, who oversee our production to ensure that the Approval standard is maintained.As regards national certifi cates, our brands of panel have been tested by the institutes authorised by the Interior Ministry.

Technical approval certifi cates

ITALY FRANCE GERMANY

SLOVAKIA HUNGARY ROMANIA

73

UKRAINESLOVENIA POLAND

Other certifi catesREFERENCE STANDARDS

ITALY EUROPE

• FIRE RESISTANCE CLASS Interior Ministry Circular no. 91 EN 1363-1, EN 1364-1, EN 1365-2

• FIRE REACTION CLASS D.M. 26/06/1984 EN 13501-1, EN 13823

• MEASUREMENT OF SOUND ABSORPTION COEFFICIENT IN A REVERBERATION ROOM UNI EN ISO 354

• MEASUREMENT OF SOUND INSULATION POWER UNI EN ISO 140-3, UNI EN ISO 717-1

• Certifi cates relating to panels in rock wool only.

• Certifi cates relating to panels in polyurethane and rock wool.

The ISOPAN Technical Offi ce will anyway be very happy to supply the list of the certifi cates available, and to send out exact copies of the original.It is also possible to request the Declaration of Conformity of the product and to customise the request as required.

REFERENCE STANDARDS

74

OUR CERTIFICATES

75

Spanish certifi cates

76

1. PARTIES TO THE CONTRACTBy the Vendor party is meant the company which is the producer and/or the supplier of the manufactured goods which are the subject of the supply to which this contract refers, and which will issue invoices for the said goods. By Purchasing party is meant the addressee of the invoices relating to the manufactured goods to which this contract refers.

2. ORDER - ACCEPTANCEThe Purchaser’s order has the force of a proposal and is irrevocable for the term of thirty days. The Vendor’s confi rmation has the force of acceptance and is the sole document which commits the parties and governs the contractual relationship, insofar as is not provided by the present “General Conditions of Sale”. For the purposes of acceptance of the order, the date which counts is the date indicated by the postmark or on the fax by which the confi r-mation is sent. In the event that the confi rmation provides for the supply of goods be-longing to different types and/or for split despatch, each type and/or despatch is treated as contractually independent of the others.

3. DELIVERY, DESPATCH AND TRANSPORT OF MATERIALSThe Vendor undertakes to comply with the agreed terms of delivery; a tolerance of fi fteen working days is however permitted. Circumstances which prevent or delay the production of the goods such as, by way of example but without limiting effect, strikes (includ-ing company strikes), lock-outs, fi res, prohibitions on imports, delayed resupply of raw materials or limitations of energy sources and other circumstances which prevent or delay fabrication, are agreed to be treated as cases of force majeure and the Vendor may not be held responsible for the delay in delivery. In the cases cited above, the Vendor may delay delivery for as long as the causes of the delay may last. In the event that the causes of the delay last for more than thirty days, the Vendor shall have the right to withdraw from the contract, without this implying the Purchaser’s right to the payment of compensation directly or indirectly attributable to the delay. Upon the expiry of the agreed terms of delivery, within fi fteen solar days of receipt of the notice that the merchandise is ready, the Purchaser shall collect the goods ordered, or, in the case of delivery to destination, shall request their despatch. When this term has expired, the goods may be stored in the open air, the Vendor being released from all responsibility, all warranties being void, and the costs of moving and storage being charged at the rate of 1% of the value of the goods for each week of storage; the Vendor furthermore reserves the right to despatch the goods carriage forward to the Purchaser, or to put them into storage at the Purchaser’s expense. Eight days after the issue of the advice that the merchandise is ready, a normal invoice shall in any event be issued, and the payment terms shall come into force. The Purchaser is obliged to check the goods at the time of delivery. The goods, even if sold carriage paid, always travel at the Purchaser’s risk and peril. Any evident defects and shortages must be reported at the time of delivery, under pain of voiding the relative warranty, by noting them on the packing list. Any demurrage, storage or waiting costs are pay-able by the Purchaser, even in the event that the merchandise is sold carriage paid and transport takes place by the Vendor’s vehicles or by vehicles commissioned by the Vendor.

4. PACKAGINGThe materials are supplied without packaging. Any packaging required must be requested at the time of placing the order and will be charged on the invoice.

5. TOLERANCESThe Purchaser accepts the tolerances stated in the Vendor’s catalogues and/or technical sheets (latest edition).

6. WARRANTYClaims of any kind, with the exception of those specifi ed in paragraph 3 above, must be made in writing (by registered post or telegram) to the Vendor within eight days of receipt of the products, it being under-stood after this period that the Purchaser will have forfeited all rights to warranty for defects and/or lack of quality and/or discrepancy in the goods sold. Claims must be detailed, to allow the Vendor to make a prompt and complete check. The goods which are the subject of a claim must be kept at the disposal of the Vendor, in the state in which they were delivered, in accordance with the “rules on movement, handling and storage” set out in Annexe A to the present “General Conditions of Sale”, and in accordance with any special instructions provided by the Vendor. Goods which present manifest defects must not be used by the Pur-chaser; failure to observe this provision entails the forfeiture by the Purchaser of all warranty. If the goods supplied prove to be unsuitable for the use for which they are intended, they will be replaced, with delivery to the point contractually agreed. The right of the Purchaser to cancel the contract is excluded, and any responsibility on the part of the Vendor for any direct and/or indirect damage suffered by the Purchaser is also excluded, but without preju-dice to the limit provided by Article 1229 of the Civil Code. In the event of supply with split deliveries, any complaints, even if promptly made, shall not exonerate the Purchaser from the obligation to collect the remaining quantities of goods ordered. If the contentions should prove unfounded, the Vendor shall charge the costs of the inspections and of any reports, including reports by third parties. The Vendor guarantees the correspondence of the goods sold to the specifi cations contained in its catalogues and/or technical sheets (lat-est edition). In the case of products faced with organic material, the warranty with respect to the facing is discharged, at the Vendor’s discretion, as follows: • by means of execution by the Vendor of reinstatement works

or• by contribution to the cost of reinstatement to an amount not greater than three times the original price of the organic facing affected by defects; the amount of the contribution, as determined above, shall be progressively reduced in proportion to the period for which the product delivered has been in use.

In the case of metal surfaces without organic facing, no warranty is issued, beyond their correspondence to the applicable regulations; the Vendor is exonerated from any responsibility in respect of the occur-rence of oxidisation, this being a likely phenomenon. Warranty discharged by the Vendor shall not be renewed for the repaired parts.

AIPPEG General Conditions of Sale for ribbed sheets, insulated metal panels and accessories

77

The Vendor does not accept responsibility in the case of reinstatement carried out by third parties. Particular warranties and/or certifi cations can be issued, if specifi cally requested by the Purchaser when placing the order. All warranty is voided both by use not in accordance with the “perform-ance” characteristics, and by failure to observe the “rules on movement, handling and storage” listed in Annexe A and any special instructions provided by the Vendor, as well as by the use of accessories functional to the use of the goods (such as, for example: fi xing systems, buffers, corrugation ends, ridges, sealing caps etc.) not supplied and/or not expressly approved by the Vendor. Calculation data, table values, materials estimates, graphic information and all other documents provided by the Vendor must be considered as simple guidance documents and do not imply any responsibility on the part of the Vendor; for purposes of specifi cation and compliance with legislation, the design, supervision of works and testing remain in the exclusive competence, responsibility and care of the Purchaser. The Vendor reserves the right to introduce into its own products any modifi cations or technical improvements as it considers necessary.

7. PRICE REVISIONPrices are determined on the basis of costs in effect at the date of confi rmation of the sale. In the event of the occurrence of increases larger than 2% in the cost of the goods, a price revision shall be made, which shall be applied at the time of invoicing, with full recognition of the actual variation in accordance with the percentage impacts indicated below: • ribbed sheets: 10% labour, 90% metal• panels: 10% labour, 30% insulating components, 60% external facings.

For labour costs, reference shall be made to the tables produced by A.N.I.M.A. (National Federation of Mechanical, Engineering and related Industries); for metals, reference shall be made to the price list of the Milan Chamber of Commerce; for insulating components and other raw materials, reference shall be made to the declaration by the Vendor’s supplier. For accessories, the revision shall be carried out by agreement, applying any change in the ISTAT offi cial cost-of-living index. In cases where arrangements were made for split deliveries, the price revision shall be applied solely to the goods delivered subsequently to the occurrence of the price increases.

8. PAYMENTSPayments shall be effected at the Vendor’s address. The collection by the Vendor of sums paid at the time of placing the order, does not constitute acceptance of the order. If the Vendor does not accept the order, it shall repay the sums received, without interest. In the event of default by the Purchaser, the sums paid on account shall be held by the Vendor by way of deposit, without prejudice to the Vendor’s right to recoup any larger damages; in the event of default by the Vendor, repayment shall be made of double the amount paid on account by the Purchaser, with the exclusion of any right to recoup any further damages. In the case of payments made late, the Purchaser shall pay delay interest under the terms of Legislative Decree 231/02, in addition to reimburse-ment of costs, at the offi cial key rate of interest plus seven percentage points, starting from the expiry date of the agreed term.

Any claims or disputes, whether raised by way of legal action or by way of a plea, do not confer a right to suspend payments. If the payment for the goods is provided by bills of exchange or by means of credit instruments (cheques, bills of exchange etc.), these shall reach the Vendor’s address before or simultaneously with the collection of the goods. In the event of failure to pay at the specifi ed due date, even of only a part of the price, the Purchaser shall forfeit the benefi t of delayed payments (“term benefi t”) even for supplies in progress; the Vendor furthermore may invoke the application of Articles 1460 and 1461 of the Civil Code. The account summary sent by the Vendor is deemed to be accepted by the Purchaser if it is not contested within fi fteen days of receipt.

9. WITHDRAWAL FROM THE CONTRACTIn addition to the cases specifi ed in paragraph 3 above, the Vendor reserves the right to withdraw from the contract if acts or circumstances occur which alter the stability of the markets, the value of money, the condition of the industries producing the raw materials or the procure-ment conditions. The Vendor shall also have the right to withdraw from the contract without any charge, if cases come to light of dishonouring of bills on the part of the Purchaser, or the commencement of legal proceedings against the Purchaser, whether monitory, ordinary, insolvency or ex-trajudiciary proceedings.

10. GOVERNING LEGISLATIONWhatever is not expressly regulated by the present “General Conditions of Sale”, shall be governed by the regulations on sales provided by Article 1470 and following of the Civil Code, including cases of supply and fi tting of the goods.

11. JURISDICTIONAny dispute arising from the interpretation, application, execution or dissolution of the contract and/or of the present “General Conditions of Sale” or in any way relating to them, shall be referred exclusively to the jurisdiction of the court where the Vendor has its legal address, even in the event of joinder.

Associazione Italiana Produttori Pannelli Elementi Grecati

78

1. WRAPPING AND PACKAGINGParagraph 9.9.1 of Standard UNI 10372:2004 is quoted in its entirety (text in italics).To maintain their durability in use, metal components for roofs must not be damaged during storage, transport, movement and laying opera-tions. It is therefore advisable to provide temporary protection systems for the products relating to the performance required, especially of an aesthetic nature. During fabrication processes the above materials are generally pro-tected with polythene fi lm (adhesive or simply in contact), or with other solutions. During subsequent stages precautions must be taken to ensure that the following aspects are guaranteed: - protection of the surface from abrasion, especially during move-

ment;- protection of corners and edges against knocks and crushing;- protection against water or condensed moisture collecting;- protection of the components which bear the weight of the entire pack,

or of superimposed packs, against permanent deformation. The profi led sheets and panels are generally packaged in packs. The number of sheets in the pack is such as to contain the overall weight of the pack itself within the limits imposed by the available means of lifting and transport. Generally the materials used for packaging are: timber, expanded plastic materials, cardboard, polythene fi lm (heat-shrink or stretch-able) or others; binding is done with bands (never with iron wire) and suitable protection is used (edge protectors etc.). The bands must not be used as slings for lifting. It is also advisable to provide attachment points for subsequent move-ment and lifting operations, indicating them appropriately. The packs of products must therefore always be provided with a support system which is such as to distribute the weight homogeneously and to make it possible to pick up the pack for movement. By way of example and without limiting effect, the support system may be constituted by joists made of expanded plastic material or dry timber, or alternatively by sheets of composite materials, located at suitable spacing for the characteristics of the product. The packaging must be appropriately specifi ed at the ordering stage, depending on the modalities of transport (for example cage or crate for transportation which involves transshipment, or transport by train or by sea). A suitable type of packaging will need to be provided depending on the performance which is required of the product. The making-up of the packages will be performed according to param-eters preset by the manufacturer. Any different division of components and/or particular packaging, in relation to specifi c requirements of the Purchaser, must be agreed at the time of placing the order.

2. TRANSPORTParagraph 9.9.2 of Standard UNI 10372:2004 is quoted in its entirety (text in italics).The packs must be transported with suitable means in such a way that: - the packs are supported on spacers made of timber or expanded

plastic material, located at spacing appropriate to the characteristics of the product;

- the supporting surface is compatible with the shape of the pack (fl at if the pack is fl at, or if the pack is curved, a support must be created

which maintains the same curvature);- when stacking packs, suitable spacers made of timber or expanded

plastic material are always interposed, if not present in the packag-ing;

- the packs do not overhang by more than 1 metre;- the points are clearly marked on the packs where slings may be placed

for lifting, if these are not otherwise identifi able;- any other instructions from the manufacturer are observed. In particular, the packs must be positioned on the fl at, and underneath the packs themselves, spacers of timber or expanded plastic material must be placed, of suitable dimensions and in adequate numbers, positioned in perfect vertical alignment. The packs must be secured by the carrier to the transport vehicle by transverse ties, with straps placed at a maximum spacing of 3 m, and each pack must in any event be provided with no fewer than two transverse ties. When travelling, the load must always be covered, and above all the side facing in the direction of travel must be made impermeable. Pur-chasers arranging collection must instruct the drivers on the subject. The load must be carried on a vehicle bed which is clean and free of obstructions. Vehicles already partly occupied by other materials or with an unsuitable bed are not acceptable for the load. The goods must be positioned on the vehicles in accordance with the instructions of the carrier, who alone is responsible for the integrity of the load. The carrier must take particular care that the weight bearing on the lowest pack, and also the pressure exercised by the tie-points, do not cause damage, and that the straps do not in any way cause deformation of the product. Special loading conditions can be accepted only on the written proposal of the Purchaser, who assumes complete responsibility for them.

3. STORAGEParagraph 9.9.3 of Standard UNI 10372:2004 is quoted in its entirety (text in italics).The shape of the components has been designed to allow them to be stored by stacking them so as to reduce to a minimum the space oc-cupied in storage and transport; care must however be taken when stacking them so that no damage occurs to the surfaces. The packs must always be kept raised off the ground, both in the ware-house and, even more so, on site. They must have supports preferably of timber or expanded plastic material with fl at surfaces, with a length greater than the width of the sheets and at suitable spacing for the characteristics of the product. The supporting surface must be compatible with the shape of the packs (fl at if the pack is fl at, or if the pack is curved, a support must be created which maintains the same curvature). The packs must be stored in places which are not damp, otherwise condensation will collect on the less well-ventilated internal compo-nents. This condensation is particularly aggressive towards metals, and cause the formation of oxidisation products (for example white rust on zinc). The packs must be stored in such a way as to encourage water to drain, especially if it is necessary to store them temporarily in the open air (see illustration).

ANNEXE ARules on movement, handling and storage of ribbed sheets, insulated metal panels and accessories

79

min. slope 5%

If storage is not followed shortly by picking the sheets up for laying, it is as well to cover the packs with protective tarpaulins. Attention must be paid to any electrochemical corrosion caused by con-tact between different metals, including during the period of storage. Generally it is preferable not to stack the packs; if it is considered possible to stack them because of their light weight, spacers of timber or expanded plastic material, with as large a supporting surface as possible, must always be interposed, in suitable numbers and always located in line with the supports of the packs below (see illustration).

min. slope 5%

The best storage conditions are in closed areas, with light ventilation, free from damp and dust. In any event, and in particular for storage on site, a suitable, stable sup-port surface must be provided, which will not allow water to collect. The packs must not be positioned in areas close to manufacturing processes, for example metal cutting, sanding, painting, welding etc., nor in areas where the crossing or parking of operating vehicles could cause damage (collisions, splashing, exhaust gases etc.). A maximum of three packs may be stacked, with an overall height of approximately 2.6 metres, and in this case the supports must be suitably thickened. In the event that the materials are covered with protective fi lm, this fi lm must be completely removed at the fi tting stage, and at all events not later than sixty days from the date of readiness of the materials. Any further specifi c instructions from the supplier must be followed. On the basis of knowledge acquired, in order to maintain the product’s original performance, it is advisable, subject to compliance with these rules, not to exceed six months of continuous storage in a closed and ventilated environment, while the period of storage in the open air must never exceed sixty days. The materials must anyway always be protected from direct solar radiation, because this can produce alterations. In the case of protection by tarpaulins, it is necessary to ensure that they are waterproof, and that there is adequate ventilation to avoid condensation collecting and pockets of water forming.

4. LIFTING AND HANDLINGParagraph 9.9.4 of Standard UNI 10372:2004 is quoted in its entirety (text in italics).The packs must always be lifted by slings positioned at a minimum of two points, separated by a distance not less than half the length of the packs themselves.

Lifting must preferably be carried out using slings woven from synthetic fi bre (nylon), of a width not less than 10 cm so that the load on the sling is distributed and does not cause deformation (see illustration).

Suitable spacers must be used consisting of robust lengths of fl at timber or plastic located above and below the pack, in order to prevent direct contact between the slings and the pack. These spacers must have a length at least 4 cm greater than the width of the pack, and a width not less than that of the sling. In any event, the lower spacers must have a width suffi cient to prevent the weight of the pack from causing permanent deformation to the lower sheets. Care must be taken to ensure that the slings and the supports cannot move during lifting, and that the manoeuvres are performed gradually and with caution. When the packs are offl oaded onto the roof structure, they must be placed only on surfaces which are suitable for supporting them, both in terms of strength and of support conditions, and also in relation to other work which is in progress. It is advisable always to ask the works manager for authorisation for offl oading the packs. Suitable protective equipment must be used (gloves, safety shoes, overalls etc.) when handling the sheets, in compliance with the ap-plicable regulations. When an individual sheet needs to be moved, this must always be done without dragging it over the one below. It should be rotated to a verti-cal position beside the pack and then carried by two or more people depending on its length, keeping it vertical (see illustration).

Gloves and lifting equipment must be clean and of a kind that will not cause damage to the sheets. The use of fork-lift trucks for moving the sheets is not recommended, as this is likely to cause damage. Packs offl oaded at roof height must be suitably secured to the struc-ture.

80

ANNEXE BQuality standards for ribbed sheets and insulated metal panels

Ribbed sheets and insulated metal panels are used for walls, roofs and fl oors in civil and industrial buildings. The quality standards quoted in the present Annexe must be the subject of prior agreement between Purchaser and Vendor at the time of confi rming the order. The aesthetic factor lies outside the intrinsic characteristics of the products and does not constitute a normal supply requirement. The harmonised European product standards, valid for obtaining CE Marking, are UNI EN 14782:2006 and UNI EN 14783:2006 for ribbed sheets, UNI EN 14509:2007 for double-skinned insulated metal panels (with two metal sheets), and ETAG 016 for single-skin insulated metal panels.

Materials Standard Reference Value - notes1. RIBBED SHEETS 1.1 CHARACTERISTICS1.1.1 Carbon steel UNI EN 14782:2006 UNI EN 14783:2006 UNI EN 508-1:2002 3.2 and 4.2 UNI EN 10326:2004 5.1 and 7. S250GD DM (min. yield stress = 250 N/mm2) UNI EN 10327:2004 5.1 and 7. Non-structural steels UNI 10372:2004 8.1.41.1.2 Aluminium UNI EN 14782:2006 UNI EN 14783:2006 UNI EN 508-2:2002 3.2 and 4.2 Alloys: Vendor’s declaration (min. breaking load = 150 MPa) UNI 10372:2004 8.1.2 UNI EN 573-3:1996 3. UNI EN 1396:1998 5. 1.1.3 Stainless steel UNI EN 14782:2006 UNI EN 14783:2006 UNI EN 508-3:2002 3.2 and 4.2 Type 1.3401 (AISI 304) UNI 10372:2004 8.1.3 UNI EN 10088-1:2005 4. UNI EN 10088-2:2005 6. 1.1.4 Copper UNI EN 14782:2006 UNI EN 14783:2006 UNI EN 506:2002 3.2 and 3.4 Type: Vendor’s declaration (except by specifi c request of the Purchaser, accepted by the Vendor) UNI 10372:2004 8.1.1 UNI EN 1172:1998 4 – 5 – 9 UNI EN 1173:1998 3. UNI EN 1412:1998 4. 1.1.5 Metal facings UNI EN 508-1:2002 3.2 and 3.4 UNI EN 10326:2004 7. UNI EN 10327:2004 7. UNI 10372:2004 8.1.4 Including different facings1.1.6 Organic facings UNI EN 10169-1:2007 (prepainted UNI ENV 10169-2:2003 and plasticised) UNI EN 10169-3:2006 UNI EN 508-1-2-3:2002 Annexe B UNI 10372:2004 8.1.4.3 UNI EN 1396:1998 6. 1.1.7 Multi-layer UNI EN 14782:2006 Annexe A bituminous UNI EN 14783:2006 Annexe A facings UNI EN 508-1:2002 3.2.6 UNI 10372:2004 8.1.4.4

1.2 DIMENSIONAL TOLERANCES1.2.1 Carbon steel UNI EN 10143:2006 Normal tolerances unless requested otherwise UNI EN 508-1:2002 Appendix D 1.2.2 Aluminium UNI EN 485-4:1996 3.1 UNI EN 508-2:2002 Appendix B 1.2.3 Stainless steel UNI EN 10088-2:2005 6.9 Annexe B UNI EN 508-3:2002 Appendix B 1.2.4 Copper UNI EN 1172:1998 6.4 UNI EN 506:2002 Appendix A UNI EN 1172:1998

1.3 REQUIREMENTS1.3.1 Performance UNI EN 14782:2006 UNI EN 14783:2006 D.M. 09.01.1996 Part II D.M. 14.09.2005 11.2.4.8.1.1 Directive 89/106/EEC Annexe 1 Values declared by the Vendor for the purposes of CE Marking1.3.2 Test methods (metallic UNI EN 13523-0÷24 Values declared by the Vendor coated tapes) 1.3.3 Durability UNI EN 10169-1:2007 ENV 10169-2:2003 UNI EN 10169-3:2006 UNI EN 1396:1998

81

Materials Standard Reference Value - notes1.3.4 Fire behaviour UNI EN 14782.2006 Annexe C UNI EN 14783:2006 Annexe B1.3.5 Calculation procedures UNI EN 14782:2006 Annexe B (concentrated loads) 1.3.6 Inspection and UNI 10372:2004 Chap. 11 maintenance AIPPEG general Annexe D conditions of sale

2. INSULATED METAL PANELS (DOUBLE SKINNED) 2.1 CHARACTERISTICS 2.1.1 Rigid metal facings The same references apply as in para. 1.1 above (excluding the specifi c prescriptions of UNI EN 14782:2006 and UNI EN 14783:2006)2.1.2 Insulants 2.1.2.1 Rigid cellular UNI EN 13165:2006 PUR and PIR plastics UNI EN 13164:2006 Polystyrene UNI EN 13172:2003 Evaluation and conformity2.1.2.2 Mineral fi bre UNI EN 13162:2003

2.2 DIMENSIONAL TOLERANCES

2.2.1 Rigid metal facings The same regulations, references, values and notes apply as in para. 1.2 above2.2.2 Panel UNI EN 14509:2007 Annexe D 2.2.3 Blisters Blisters are defi ned as convex areas with a lack of adhesion between insulation and facing. In the absence of regula-

tions, it is considered on the basis of experience that any blisters up to 5% of the area of the individual panel and with maximum dimensions per blister of 0.2 m2 are to be presumed not to prejudice the functionality of the panel. The above is to be considered valid even for panels where the insulation has the function of transmitting loads.

2.3 REQUIREMENTS 2.3.1 Performance UNI EN 14509:2007 Paras. 5 and 6 UNI 10372:2004 Para. 8.1.6 Directive 89/106/CEE Annexe 1 Values declared by the Vendor for the purposes of CE Marking2.3.2 Test methods UNI EN 14509:2007 Annexe A 2.3.3 Durability UNI EN 14509:2007 Annexe B 2.3.4 Fire behaviour UNI EN 14509:2007 Annexe C2.3.5 Calculation procedures UNI EN 14509:2007 Annexe E2.3.6 Inspection and UNI 10372:2004 Chap.11 maintenance AIPPEG general Annexe D conditions of sale

3. INSULATED METAL PANELS (SINGLE SKINNED) 3.1 CHARACTERISTICS 3.1.1 Rigid metal facings The same references apply as in para. 1.1 above (excluding the specifi c prescriptions of UNI EN 14782:2006 and UNI EN 14783:2006)3.1.2 Insulants

3.1.2.1 Rigid cellular plastics UNI EN 13165:2006 PUR and PIR UNI EN 13164:2006 Polystyrene UNI EN 13172:2003 Evaluation and conformity 3.2 DIMENSIONAL TOLERANCES3.2.1 Rigid metal facings The same regulations, references, values and notes apply as in para. 1.2 above3.2.2 Panel ETAG 016 Parts 1 and 2 Values declared by the Vendor3.2.3 Blisters Reference Para. 2.2.3

3.3 REQUIREMENTS 3.3.1 Performance UNI 10372:2004 Para. 8.1.6 Directive 89/106/CEE Annexe 1 Values declared by the Vendor for the purposes of CE Marking3.3.2 Other requirements ETAG 016 Parts 1 and 2 Values declared by the Vendor3.3.3 Inspection and UNI 10372:2004 Chap. 11 maintenance AIPPEG general Annexe D conditions of sale

National and European regulations, as well as the needs of the market, are in a state of continuous evolution. The members of AIPPEG are avail-able to examine requests for products with qualitative standards different from the performance characteristics quoted in the present Annexe.

82

1. INTRODUCTION

These recommendations are intended to provide a reference infor-mational support for fi tting ribbed sheets and insulated metal panels. They are however supplementary to Standard UNI 10372:2004 “Discontinuous roofi ng. Code of practice for design and execution with metal sheets”. Each job must take account of the needs of the specifi c site, which must be provided with suitable equipment for movement and laying, in accordance with the applicable legislation on safety and accident prevention. The fi rm charged with the job of fi tting the ribbed sheets/panels, besides knowing the characteristics of the materials used, must employ suffi cient skilled manpower for the work on site, ensuring that the work is correctly performed in compliance with the plan specifi cations. Failure to observe these recommendations and incorrect execution of the operations on site exonerate the Vendor from all responsibility. Effi cient organisation and a coordinated method of working provide the best conditions for overall working productivity. Irrespective of the delivery location of the goods, the operations re-ferred to in Annexe A, as well as those of unloading and installation, are carried out under the care and responsibility of the Purchaser, unless otherwise agreed. The instructions on the subject provided by the Vendor must be strictly followed.

2. CONSTRUCTION COMPONENTS

Ribbed sheets/panels are used in civil and industrial buildings for the construction of roofs, walls and fl oors; they are fi tted to every kind of supporting structure: metal frameworks, normal reinforced and pre-stressed concrete, and timber. The supporting structures and the relative fi xing devices as well as the ribbed sheets/panels themselves, must be suitably dimensioned and must satisfy the intended design conditions in respect of safety, stability and functionality. Ribbed sheets and insulated metal panels are quick and easy to install, with the possibility of covering in one stretch the entire length of the slope of a roof, or the entire height of a wall or several spans of the fl oor. The length of the metal components is conditioned predominantly by transport and handling needs, as well as by the nature of the mate-rial used and the production technology. The supporting surfaces should be compatible with the use and the fi xing modalities of the ribbed sheets and insulated metal panels. The most common types are:

1. ROOFS 1.1 ribbed sheets 1.1.1 plain ribbed sheets 1.1.2 sandwich construction executed on site 1.1.3 deck executed on site 1.2 monolithic insulated panels 1.2.1 prefabricated monolithic sandwich 1.2.2 pre-insulated deck

2. WALLS 2.1 ribbed sheets 2.1.1 plain ribbed sheets 2.1.2 sandwich construction executed on site

2.2 monolithic insulated panels 2.2.1 prefabricated monolithic sandwich

3. FLOORS 3.1 plain sheets 3.2 sheets with collaborating concrete 3.3 ribbed sheets with disposable formwork

The fi tting sequence for roofs, walls and fl oors is different depending on the type involved.

3. PRELIMINARY OPERATIONS

Before undertaking the work of fi tting on site, the installer must: 1. view the printouts of the plans and study the relative instructions2. check the alignment of the supporting structures for the ribbed

sheets/panels3. check that the surfaces of the supporting structures which will be

in contact with the ribbed sheets/panels, are compatible with each other or otherwise protected from possible corrosion by electro-chemical action

4. make sure that there is no interference with aerial electrical lines in the manoeuvring area for the ribbed sheets/panels

5. make certain that the work at ground level and at a height is compat-ible with the other work on site

6. check the suitability of the area of the site chosen for the offl oading and handling of materials, so that they do not suffer damage.

The installer must carry out all fi tting operations in accordance and compliance with all applicable safety regulations. In addition, for lift-ing, handling and offl oading the ribbed sheets/panels at height, see Paragraph 4 of Annexe A.Personnel engaged in fi tting must be equipped with footwear with soles that will not damage the external facing. For cutting operations on site, suitable equipment must be used (jigsaw, shears, nibbler etc.). The use of equipment with abrasive discs is not recommended. For fi xing operations it is advisable to use a power screwdriver with torque limiter. For roofi ng work in particular, the alignment and overlap of adjoin-ing panels must be perfectly carried out to avoid the formation of condensation

4. ROOFS

SLOPESThe slope of the roof depends on the environmental conditions, the design solution chosen and the type of roof itself. For roofs with pitch without intermediate end-to-end joints (i.e. with sheets of a length equal to the length of the roof), the slope to be adopted is usually not less than 7%. For lower slopes the supplier’s instructions must be followed. In cases where there is an end-to-end overlap, the slope must take account of the type of joint and the material used, besides the specifi c environmental conditions. For deck roofs, the slope may be reduced to the minimum which will allow the water to drain off properly.

ANNEXE CRecommendations for fi tting ribbed sheets and insulated metal panels

83

FITTING SEQUENCESThese are the essential points for a correct fi tting sequence.

A) Plain ribbed sheets and prefabricated monolithic sandwich (types 1.1.1 and 1.2.1) 1. Fit the gutters and any under-ridge pieces and connecting fl ash-

ings. 2. Remove any protective fi lm from the roofi ng panels/sheets and from

the accessories. 3. Lay the roofi ng panels/sheets starting from the eaves and from

one end of the building, taking care to align and overlap the pan-els/sheets correctly and to check that they are perfectly square with respect to the underlying structure.

4. Secure the panels/sheets systematically, after checking that they are perfectly lined up. All left-over materials must be promptly removed, with particular attention to metal offcuts.

5. Lay subsequent courses of panels/sheets overlapping the eaves course (in the case of a pitch requiring two or more courses). In the case of panels, the insulation must fi rst be removed in the overlap area.

6. Fix the panels/sheets at every rib along the lines of the ridge, eaves, valleys and end-to-end overlaps.

7. Fit the fi nishing parts (ridges, cappings and fl ashings in general) and any corresponding insulation.

8. Remove all left-over materials and make a general inspection of the roof, with particular attention to the fi xings and the areas connecting with other elements making up the roof.

B) Sandwich construction executed on site (type 1.1.2)B.1) Sandwich construction with parallel ribbed sheets1. Fit the gutters and any connecting fl ashings: depending on the plan

specifi cations, this may be done before laying the inner sheet or before laying the outer sheet.

2. Remove any protective fi lm from the roofi ng sheets and from the accessories.

3. Lay the inner sheet starting from the eaves and from one end of the building, taking care to align and overlap the sheets correctly and to check that they are perfectly square with respect to the underlying structure.

4. Secure the sheets systematically, after checking that they are perfectly lined up. All left-over materials must be promptly removed, with particular attention to metal offcuts.

5. Lay subsequent courses of sheets overlapping the eaves course (in the case of a pitch requiring two or more courses).

6. Fix the sheets at every rib along the lines of the ridge, eaves, valleys and end-to-end overlaps.

7. Fit suitably-sized rigid spacing pieces, positioned as on the plans. In the case of metal spacing pieces, it is advisable to provide a thermal break between these distance pieces and the outer ribbed sheet. If the secondary support structure provides a direct housing for the inner sheet, the rigid spacing pieces mentioned above are superfl uous.

8. Lay the insulation (taking care to ensure that the thermal insulation is uniform) and any layers which have a specifi c function (e.g. vapour barriers, separating layers etc.), and any head-end “buffers”.

9. Lay the outer sheet, following steps 2–6 of sequence B1. 10. Remove all left-over materials and make a general inspection of the

roof, with particular attention to the fi xings and the areas connecting with other elements making up the roof.

B.2) Sandwich construction with crossed ribbed sheets1. Remove any protective fi lm from the roofi ng sheets and from the

accessories. 2. Lay the inner sheets starting from the eaves and from one end of the

building, taking care to align and overlap the sheets correctly and to check that they are perfectly square with respect to the underlying structure.

3. Secure the sheets systematically, after checking that they are perfectly lined up. All left-over materials must be promptly removed, with particular attention to metal offcuts.

4. Fit the fl ashing pieces which connect to the fi rst sheet (under-ridge pieces, connectors, special components).

5. Fit suitably-sized rigid spacing pieces, positioned as on the plans. In the case of metal spacing pieces, it is advisable to provide a thermal break between these distance pieces and the outer ribbed sheet. In the event that the inner sheet consists of continuous metal strips, the spacers are not necessary, but it is always advisable to provide a thermal break.

6. Lay the insulation (taking care to ensure that the thermal insulation is uniform) and any layers which have a specifi c function (e.g. vapour barriers, separating layers etc.), and any head-end “buffers”.

7. Lay the outer sheet, following steps 1–8 of sequence A (Plain ribbed sheet).

C) Deck executed on site (type 1.1.3) and pre-insulated deck (type 1.2.2) Follow the fi tting instructions for the inner sheets in sequence B.1. Carry out the seam fi xing along the longitudinal overlaps. In the case of decks executed on site, the insulation is provided by the insulant applied subsequently. In the case of pre-insulated decks, temporary local removal of the insulation needs to be carried out before fi xing. The seal is provided by the layers applied subsequently (bituminous sheathing or synthetic membrane etc.).

5. WALLS

FITTING SEQUENCESThe following are the essential points for a correct fi tting sequence.

A) Plain ribbed sheets and prefabricated monolithic sandwich (types 2.1.1 and 2.2.1) 1. Fit the base fl ashing (when specifi ed) at the foot of the wall, aligned

with the level of the supporting structure, as well as the fl ashing which necessarily has to be fi tted before the wall (drip above the window-frames, connectors for openings, internal corner connectors etc.), after removing any protective polythene fi lm.

2. Remove any protective fi lm from the wall panels/sheets. 3. Fit the panels/sheets starting from the foot of the wall, taking care

that joints are correctly aligned and executed, and checking that the panels are upright.

4. Secure the panels/sheets systematically, after checking that they are perfectly lined up.

5. In the event that the height of the wall or the nature of the material necessitates fi tting successive courses of sheets/panels in vertical sequence, the joints must be made in line with a frame element of the structure. The procedure is as follows:

- fl at panel: butt joint, with a suitably-profi led connecting fl ashing

84

between the panels - ribbed panel and ribbed sheet: like fl at panel but sealed by means

of an overlap. 6. Fit the fi nishing components (corner strips, perimeter edging, wall-

to-roof connectors etc.). 7. Carry out a general inspection and cleaning of the wall, paying

particular attention to the fi xings and the joints with the door and window frames, and with other components of the wall itself. In the case of walls with horizontally positioned ribbed sheets/panels, refer to the plan specifi cations.

B) Sandwich construction executed on site (type 2.1.2)B.1) Sandwich construction with parallel ribbed sheets1. Fit the base fl ashing (when specifi ed) and any connecting fl ashings:

depending on the plan specifi cations, this may be done before fi tting the inner sheet or before fi tting the outer sheet, after removing any protective polythene fi lm.

2. Remove any protective fi lm from the wall sheets. 3. Fit the sheets starting from the foot of the wall, taking care that joints

are correctly aligned and executed, and checking that the panels are upright.

4. Secure the sheets systematically, after checking that they are perfectly lined up.

5. In the event that the height of the wall or the nature of the material necessitates fi tting successive courses of sheets in vertical sequence, the joints must be made by overlapping the sheets in line with a frame member of the structure.

6. Fit suitably-sized rigid spacing pieces, positioned as on the plans. In the case of metal spacing pieces, it is advisable to provide a thermal break between these distance pieces and the outer ribbed sheet. If the secondary support structure provides a direct housing for the inner sheet, the rigid spacing pieces mentioned above are superfl uous.

7. Lay the insulation (taking care to ensure that the thermal insulation is uniform) and any layers which have a specifi c function (e.g. vapour barriers, separating layers etc., according to the particular require-ments dictated by the use of the building). This operation must be carried out simultaneously with fi tting the inner sheet.

8. Fit the outer sheet, following steps 2–5 of sequence B.1. 9. Fit the fi nishing components (corner strips, perimeter edging, con-

nectors to the roof and to the walls etc.). 10. Carry out a general inspection and cleaning of the wall, paying

particular attention to the fi xings and the joints with the door and window frames, and with other components of the wall itself.

B.2) Sandwich construction with crossed ribbed sheets1. Remove any protective fi lm from the wall sheets and from the ac-

cessories. 2. Fit the sheets starting from the foot of the wall, taking care that joints

are correctly aligned and executed. 3. Secure the sheets systematically, after checking that they are perfectly

lined up. 4. Fit the fl ashing pieces which connect to the fi rst sheet (connectors,

special components etc.). 5. Fit suitably-sized rigid spacing pieces, positioned as on the plans. In

the case of metal spacing pieces, it is advisable to provide a thermal break between these distance pieces and the outer ribbed sheet. In the event that the inner sheet consists of continuous metal strips, the spacers are not necessary, but it is always advisable to provide a

thermal break. 6. Fit the base fl ashing (when specifi ed) at the foot of the wall. 7. Fit the insulant (taking care to ensure that the thermal insulation is

uniform) and any layers which have a specifi c function (e.g. vapour barriers, separating layers etc., according to the particular require-ments dictated by the use of the building). This operation must be carried out simultaneously with fi tting the outer sheet.

8. Fit the outer sheet, following steps 2–5 of sequence B.1. 9. Fit the fi nishing components (corner strips, perimeter edging, con-

nectors to the roof and to the walls etc.). 10. Carry out a general inspection and cleaning of the wall, paying

particular attention to the fi xings and the joints with the door and window frames, and with other components of the wall itself.

6. FLOORS

FITTING SEQUENCESThe following are the essential points for a correct fi tting sequence.

A) Plain sheets (type 3.1) 1. Fit any perimeter fl ashings. 2. Remove any protective fi lm from the fl oor sheets. 3. Lay the sheets, taking care to butt or overlap them correctly. Check

that they are perfectly aligned and square with the underlying struc-ture.

4. Secure the sheets systematically according to the plan specifi cations, after checking that they are perfectly lined up. Carry out the seam fi xing along the longitudinal overlaps. All left-over materials must be removed, with particular attention to metal offcuts.

5. Finish the fl oor according to the plan specifi cations, avoiding stressing the fl oor panels with concentrated loads.

B) Sheets with collaborating concrete (type 3.2) 1. Erect the formwork for containing the poured concrete. 2. Lay the sheets taking care to butt or overlap them correctly. Check

that they are perfectly aligned and square with the underlying struc-ture.

3. Secure the sheets systematically according to the plan specifi cations, after checking that they are perfectly lined up. Carry out the seam fi xing along the longitudinal overlaps. Check that the ribbed sheets are free of oxides and oil stains and any other substances which would prevent adhesion to the concrete. All left-over materials must be removed, with particular attention to metal offcuts.

4. To avoid leakage of concrete at end-to-end joints between the ribbed sheets, apply a strip of adhesive sealing tape.

5. Position the welded mesh and/or any reinforcing steel in line with the supports or located by supplementary supports, depending on the plan specifi cations.

6. Pour the concrete, avoiding accumulations especially in the central area of the span.

7. If the plan specifi cations require the use of props to break up the spans, these must obviously be positioned before pouring the con-crete, providing the ribbed sheets with any necessary braces against deformation.

C) Ribbed sheets with disposable formwork (type 3.3)1. Erect the formwork for containing the poured concrete.

85

The fi tting instructions for sequence B apply, except for point 5, in which the reinforcing steel is obviously obligatory.

7. FIXING DEVICES

The fi xing devices are an essential part of the roofi ng, wall and fl oor system. For this reason it is essential to use the fi xing devices specifi ed by the manufacturer of the ribbed sheets/panels. Correct fi tting requires the following:

For roofs: - external facing (types 1.1.1 – 1.1.2 – 1.2.1): a complete set usually

made up of screws, caps and the relative sealing gaskets, to be located at the crest of the ridge:

- external facing (types 1.1.2 – 1.1.3 – 1.2.2): screws with any gasket required

For walls: - external facing (types 2.1.1 -2.1.2 -2.2.1): screws with gasket- internal facing (type 2.1.2): screws with any gasket required- prefabricated monolithic panels with “concealed” fi xings: specifi c

fi xing kit

For fl oors: screws, nails, washers to be welded on site.

The density and positioning of the fi xings depends on the characteristics of the building component, on the type and size of supports, and on the local climatic situation (winds in particular). Refer in any event to the plan specifi cations. In the most frequently-occurring situations, the ribbed sheets/panels are fi xed by means of screws which are different depending on the type of supporting structure.

1. Fixing to a metal framework: - self-tapping screws and thread-forming/self-piloting screws (depend-

ing on the thickness of the support)- self-drilling screws- nails shot from a nail gun (for fl oors and inner sheets in on-site

sandwich construction)- threaded hooks with nut (in general for anchorage to tubular com-

ponents)

2. Fixing to a timber framework: - woodscrews- threaded hooks

3. Fixing to reinforced and pre-stressed concrete: Fixing is to steel or timber support components by the methods listed in paragraphs 1 and 2.Direct fi xing to reinforced and pre-stressed concrete is not recom-mended. For deck roofs and for fl oors, seam fi xing must be used, generally by means of rivets, along the longitudinal overlap, at not more than 1000 mm seam fi xing centres. For other roofi ng and wall components, seam fi xing is recommended, depending on the shape of the overlap.

8. FINISHING COMPONENTS

The fi nishing components are an integral part of the job and make a decisive contribution to determining the project’s performance char-acteristics. The manufacturer of ribbed sheets/panels is generally able to supply the fi nishing components, which must be used in accordance with the plan and/or supply specifi cations. The Purchaser must specify the type and range of fi nishing components which are of interest, depending on the requirements of the job. The manufacturer of ribbed sheets/panels is responsible for the conform-ity of materials to the confi rmed order, solely and exclusively for those parts directly supplied and correctly used. The fi nishing components include variously profi led gaskets, metalwork (ridges, under-ridge pieces, guttering, valleys and downpipes, fl ash-ings, drips, corner strips etc., translucent sheets, domes, ventilators, door and window frames and accessory components.

86

All buildings require a periodic systematic inspection and programmed maintenance, in order to ensure that the building will continue to func-tion over time and maintain the required performance. The checks to be performed at the time of the inspection are intended to be addressed both to the roof and wall components, and to the complementary works (joints, fi xing devices, ridges, fl ashings, snow barriers, gutters, hips etc.), and to any technological equipment present (chimneys, smoke extractors, lightning protection etc.).

1. INSPECTION1.1 During and immediately after the completion of fi tting the insulated

metal panels or ribbed sheets, it is the responsibility of the installing fi rm to arrange the removal of all the materials no longer necessary, including any traces of the temporary protection fi lm. In particular, the fi rm must take the greatest care in removing metal swarf and abrasive items which have been deposited on the roof.

The work can only be signed off after the building envelope (i.e. the roof and walls, including the fi nishing components and in particular the gutters) has been adequately cleaned and is free from all extrane-ous material.

1.2 Inspections must be carried out at regular intervals. The fi rst one must coincide with the signing-off of the works executed or with the corresponding test inspection.

The test must be addressed both to the functionality of the specifi c operations performed (roof and/or walls) and to the building in its entirety according to the plan specifi cations or as regards compli-ance with the contractual relationship between the Purchaser and the supplier, general contractor or fi tting fi rms.

Inspections must take place at six-monthly intervals (preferably in the spring and autumn of each year).

At the fi rst inspection, to be carried out by the installing fi rm or by the purchaser/owner according to what is specifi ed in the contract or agreed between the parties, a check must be made to ensure that no extraneous materials or swarf from the work have been abandoned which could give rise to corrosion or damage with respect to the building envelope, or which could impede the correct drainage of rainwater.

It is in any event necessary to check that an accumulation of unde-sirable substances cannot be produced, such as dust, sand, leaves etc. It is also desirable for the purchaser/owner to be notifi ed of potential weak points (such as lack of surface protection) over the entire building envelope, which could be sources of corrosion (for example by electrochemical action), with consequent premature deterioration also as regards the appearance of the building (rust stains, for example).

A comment should also be made on the location of the building: the purchaser/owner should be told about the type of atmosphere on the site, in relation to possible sources of accelerated corrosion (such as smoke) caused by adjacent buildings. The existing type of atmosphere should be known before purchasing the materials. Subsequent inspections consist of a check on the general condition of the building envelope: state of conservation (i.e. durability) and func-tionality both of the ribbed sheets and/or insulated metal panels and of all the fi nishing and complementary components, including ridges, fl ashings, gutters, tightness of the fi xings and any sealing which could have an effect on the building envelope. The progress of ageing should be monitored, both physiological and pathological, so that any neces-sary ordinary and extraordinary maintenance can be scheduled. At the same time, the effi ciency of the system for draining rainwater, and of the other technological equipment should be checked.

2. MAINTENANCE2.1 The building envelope, like any other product, must be periodically

checked so as to detect in good time any problems which are about to occur and be able to deal with them promptly, thus reducing maintenance work to a minimum.

Maintenance operations must also be addressed to the principal fi nishing components (for example, anchoring devices and the interface with the supporting framework, and the secondary ones (for example rainwater downpipe inlets) which could compromise the overall functionality of the building envelope.

2.2 Programmed ordinary maintenance must be established and carried out by the owner, on items and at intervals which depend

on the results of the inspections as well as on the general condition of the building and the existing environmental situation, as well as the conditions of use. It is in any event aimed at maintaining and adjusting to the functional needs of the fabric.

It may be suffi cient to carry out regular cleaning of the surface of the roof and walls. Localised repairs my be necessary due to breakages, scratches and damage.

Any dirt stains indicate the evaporation of liquids which have run down the surfaces. During maintenance, therefore, besides removing the stains, it is necessary to eliminate the cause of water collecting (such as movement of the gutters in which it runs, settlement of the framework or distortion of the ridges, fl ashing etc.). 2.3 If the results of the inspections establish that there are conservation

problems at work, an extraordinary maintenance operation must be performed by the owner and at his/her expense, with the aim of restoring the initial conditions.

These operations are intended to address the premature occurrence of problems of corrosion of the metal components, not envisaged at the design stage. These problems can arise from a general situation of the fabric being compromised by fi nishing works not meeting expectations in terms of durability, or from factors not pertaining to the works, such as fl ooding, ageing, condensation, electrochemical incompatibility, new sources of pollution, change of use etc.

The present Instructions govern the contractual relations between the Vendor party and the Purchasing party (addressee of the invoice). Failure to carry out or incorrect execution of inspection and mainte-nance operations exonerates the Vendor from all responsibility in the period between the despatch of the materials and the time limit for their presumed involvement under the terms of the applicable legisla-tion (Article 1495 of the Civil Code, and Legislative Decree no. 24 of 2 February 2002). The Purchasing party undertakes on its own account to adopt and to see that third parties concerned adopt the present Instructions, to the extent that they are limited to the obligations on the part of the Vendor provided by the applicable legislation (regarding instructions, limita-tions and expiry). ‘Third parties concerned and involved by the Purchaser’ is to be un-derstood as meaning: trading companies, construction fi rms, fi tting operators, contracting and commissioning organisations, and owners of the premises and subsequent owners who may take part in the transfer of ownership. The commitment to inspection and maintenance is undertaken by the Purchasing party in relation to the Vendor party. The Purchasing party is to transmit the present commitment in its turn when it in its turn becomes a vendor, and so forth in succession as far as the owner of the premises. For validation of the inspection and maintenance operations, the owner must in any event sign the acceptance of the commitment, on its own responsibility and at its own expense, to carry out inspection and maintenance operations. These operations are to be recorded in chronological order in a suitable register with all the technical checks noted, and with the description of the ordinary maintenance jobs and any extraordinary maintenance jobs performed. This register is to be set up on the initiative of the owner, and maintained and updated by the owner or by the building administrator under delegation from the owner. The register must be available and consult-able as a document recording the proper management of the premises, always within the context of the Vendor’s relevant legal conditions. The register must contain a record of the supply of the insulated metal panels and ribbed sheets, stating the name of the supplier, the details of the order confi rmation, the type and characteristics of the materials (including catalogue references), the date of delivery to the site and the relative transport documents, and the subsequent chronology of the installation. The names and addresses must also be entered in the register of: the de-signer, the works manager, the site safety manager, the tester, the main contractor and the fi tting contractor (or the individual operators). The identifi ability and traceability of the supplies must thus be ensured for the entire duration of the validity of the present Instructions, which will terminate with the cessation of the relationship with the company producing the insulated metal panels or the ribbed sheets, with respect to its possible involvement under the terms of the law.

ANNEXE DInstructions for the inspection and maintenance of roofs and walls in insulated metal panels and ribbed sheets

Legal registered office:Via A. Righi, 7 I - 37135 VERONATel. 0039 04588088911 Fax 0039 [email protected]

Headquarters and factory:Sos. de Centura 109 Popesti Leordeni RO - 077160 - jud. ILFOVTel. 0040 21 3051600 Fax 0040 21 [email protected]

Headquarters and factory:Polígono Industrial de Constantí Av.da de les Puntes - Parcela, 23E - 43120 CONSTANTÍ (TARRAGONA)Tel. 0034 977524546 Fax 0034 [email protected]

Headquarters and factory:Strada Prov. Morolense - Z.I.I - 03010 PATRICA (FR) Tel. 0039 07752081 Fax 0039 [email protected]

Verona Centre:Via Torricelli, 21I - 37135 VERONATel. 0039 0458088010 Fax 0039 [email protected]

Headquarters and factory:Via Marchionale, 72/D I - 46046 MEDOLE (MN)Tel. 0039 0376898150Sheets factory fax 0039 0376868335Tubes factory fax 0039 0376899069 [email protected]

Factory:Via Giona, 5I - 37060 TREVENZUOLO (VR) Tel. 0039 0457359111 Fax 0039 [email protected]

Campoformido Centre:Via Principe di Udine, 118 I - 33030 CAMPOFORMIDO (UD)Tel. 0039 0432653611Fax 0039 0432653600

Headquarters:Via A. Righi, 7I - 37135 VERONATel. 0039 0458088911 Fax 0039 [email protected]

Crema Centre:Via Gaeta, 23 I - 26013 CREMA (CR)Tel. 0039 0373890011 Fax 0039 037382662 - 037382364

Mozzecane Centre:Via MedianaI - 37060 MOZZECANE (VR)Tel. 0039 0456339400Fax 0039 0456339435 - 0457930025

Verona Centres:1) Via A. Righi, 92) Via dell’Esperanto, 20/aI - 37135 VERONATel. 0039 0459214666Fax 0039 045500782

Goito Centre:Strada Statale 236 Goitese 5/a I - 46044 GOITO (MN) Tel. 0039 0458088040 Fax 0039 0376689487

Headquarters and factory:Via Scopa, 20 I - 63033 MONTEPRANDONE (AP)Tel. 0039 073571051 Fax 0039 [email protected]

Factory:Via Ignazio Silone I - 60035 JESI (AN) Tel. 0039 073571051 Fax 0039 0731616032

Commercial and technical office:Via Germania, 8 - Z.I. Camin I - 35127 PADOVATel. 0039 0498536811 Fax 0039 [email protected]

Via A. Righi, 7I - 37135 VERONATel. 0039 0458088911 Fax 0039 [email protected]

UNI EN ISO 9001:2000

Cert. N. 1248/2


Cert. N. 9645

S.p.A.

estSR EN ISO 9001:2001

Cert. Nr 6589

DIN EN ISO 9001:2008Certifi cado Nº ID: 9105022506

ISO 3834-2 Cert. N. 2/IT/242

ISO 3834-2 Cert. N. 2/IT/242

Icom Engineering is member of GBC Italia

ISO 9001:2000Cert. N. 501002347- Rev. 3

Isopan is member of GBC Italia


Cert. N. 3185/2

UNI EN ISO 14001:2004

Cert. N. 0442A/0

OHSAS 18001:2007

Cert. N. 0079L/0


Cert. N. 3185/2

UNI EN ISO 14001:2004

Cert. N. 0442A/0

OHSAS 18001:2007

Cert. N. 0079L/0

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These technical data and characteristics are not binding. ISOPAN reserves the right to modify this information at any time without prior notice.

Any kind of reproduction, even partial, if not authorized, is forbidden, whatever means utilized.

Isopan is member of GBC Italia

Isopan: CE marked sandwich panels

ISOPAN ESTSos. de Centura 109

Popesti LeordeniRO - 077160 - jud. ILFOV

Tel. (40) 21 3051600 Fax (40) 21 3051610

[email protected]

ISOPAN S.p.A.TREVENZUOLO branch

Via Giona, 5 I - 37060 TREVENZUOLO (VR)

Tel. (39) 045 7359111 Fax (39) 045 7359100

[email protected]

ISOPAN S.p.A.PATRICA headquarters

S.P. Morolense I - 03010 PATRICA (FR)

Tel. (39) 0775 2081 Fax (39) 0775 293177

[email protected]

EN ISO 9001TÜV Italia S.r.l.certifi ed

ISO 9001:2000Cert. N. 501002347- Rev. 3

EN ISO 9001TÜV Rheinlandcertifi ed

ISOPAN IBÉRICA SLPolígono Industrial de ConstantíAvda. de les Puntes, parcela 23

E - 43120 CONSTANTÍ (TARRAGONA)Tel. (34) 977524546Fax (34) [email protected]

DIN EN ISO 9001:2008Certifi cado Nº ID: 9105022506

ISOPAN FRANCESales offi ce

Avenue du Golf - Parc Innolin - Bat. C2 33700 Mérignac (FRANCE)

Tel. (33) 5 56021352 Fax (33) 5 56978786

www.isopan.com

ISOPAN CHILESales offi ce

Alcántara 200, piso 6, of. 624Las Condes - 7550159, SANTIAGO - CHILE

Tel. (56) 2 369 5656www.isopan.cl

ISOPAN POLSKASales offi ce

Ul. Rakowiecka 34 lok. 5 02-532 WARSZAWA

Tel. (48) 22 203 53 95Fax (48) 22 213 92 53

[email protected]

Documents

Catalog Isopan Gb 7 2011